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I :�,"'. _ . �4 �� -- LANTING PLAN � ' _,.� I"P�' �.. '�" "��.';'�' °�`�� ,,. -�"'�'� '�_ �� ';t. �� ,..,�:' ��'_� I � I ..-- TNE ALTERATION OF TNESE OOCUMENTS lN ANY WAY. _ . �' � � 7 P ��,,.��M•-+ ,�.„,.,... 't � �. MR ,e w.'��, .�+ .. ,.� '.:� � ..."�' . '� .,.,,, ��. ' ��.. � ': � ..._ . UNLESS QONE UN�ER THE �IRECT SUPERVIS/ON OF A ��... _,:,p .-�.... — W.. � 7 . ,.,�r � ., I,,. � , ` ".�� ... .—.._..... �k.� � � �.:. -.. '+�'� ' I .. COMPARABLE PROFE55/ONAL. ClE) ENGINEER FOR AN �� .. _.. . ;.y.. . � � . '- m� `�.Y': �..a°""'".'sr ,.�,..��^'�'"�=x, �?'��„�i �,.�r., ,,. ` .d�`.^. . '— .� _ . "�+�� <„" °,..,� .. ��.�. , ', ; ... „ ' � '.,. , .. �..'� -'—� . '. ,,,— ENG/NEER. LANOSCAPE ARCHITECT FOR A LANOSCAPE REAR YARD 0 MIN. m' � ' ��-�.,. _ .. ,..� } '—':...._ _ �=.::' �. ,. . '; �' - ..... .I' .. - J—�^.,,m ,.� ARCHITECT OR SURVEYOR FOR A SURVEYOR, /S A VIOLATION .,, tQ�� ". .r .^ . . .. ,�y,, w. t �iys�•.t"... -' . . . . . ' � _ . „ �„»�#a�' ' •• --' r ,. . . • _ ... �t��;� ' �. ' "�' � , .'�� %i.� y i �� ' i OF 7HE NEW YORK SiATE E�UCAT/ON LAW AN�/OR "�` ... . 'd.`„-r.�,�.. ._'—.— , �� . ';�.�' �_ _�,.o :��.a�� . � �IIIII III n� ,��t�t �� .� .p�� — } ROSION AND SEDIMENT CONTROL PLA � ' p r^�'. ,. '�. M�i� � a � A''. �� ..�. — � — IIIII REGULAT/ONS ANO/S A CLASS "A" MISOEMEANOR. d � .� , � � � � �' � � � d� � � .�� _ . ;, 8 E N .y . ��,� �-� ,, �- �- �� .�, �� , . � � .� � �� ___ � � �� PROPOSED No. OF UNITS 58 MULTI—FAMILY �-;�. ,. . ' " °� �a:��"��' � � �' REv�s�oN DATE eY � �� ;.� . REVISEO PLANS AS PER CDE AND CITY 07 06 2022 _. . , � � �� , �: � �� :� �- _ __ _ ' — � � ,;�"t�� 9 SITE DETAI LS Vu3. : ,� � � iii � ' DBR . � �� COMMENiS � � PROPOSED No. OF BUILDINGS 5 � � '` " �' � "� 4` ' —��`�"^� 08,o9,2a � , -.. " . _ . : ,w,�� uf�� p��a i�. �� ... ulrl , � � ;� � �-°� . .. .�1^, , i" � ,� 7� I � , w� -�` ��'-" � .� �;s w F;�'� . ,��,,,�:3'�r ,, ,y.r»�= w ,.m �,;,s ,�" '�n r sa �,�� ' � �� ., � � i �nrv n oaR �� d � .� � ��. . ��_�.� _- � �� :�� M� �� . � � -- � ��,� �� r�� `� 10 SITE DETAILS � . �. �t �m , � � .� �.a � � � � � �� --�.il..� 4��° '` ,�,.��-�� PROPOSED PARKING 20 SPACES (INTERIOR) w - - �� "� � �� ' �� . - �w. , ��r �� B � w � . ,. � Y��H � ��.� � �� f �.a..p � : , �:°; ��., �� Nr .�� ; � ` V � . �3 sPacEs cExrERioR� - . �� .A a. � � ' ;;� n� � ° 11 SITE DETAI LS �.._- ., r s�@ � „�� TOTAL 93 SPACES� , � � ,,, � . . � � , = , � A � �;�� attl- * � ��; �oi�� r� � f o '� I � d .�y y` � ��`;i � 'f� �II�. ,,. 4 .� 6� �t" � }'� i I � ' , . 1AC 'dn Mv� .� �`( `w ��f� �,�t��aa� ,Jt��r�� . � , �,�� , � .. �� , 12 SITE DETAILS �, � � � a�� ;rr � �• �- � � • � � ,�^�� ,r� �� >,�y��,�, ;�� STORMWATER MANAGEMENT ONSITE AND OFFSITE _ � �„� �.,;�;��.��" : _ � ' .��- _ . n;;; � ��w P{v � :� ' � � � _ ,�$7�,. � � � �� ,��,� ta��, b < ��,.��; �� ,,�� . _ � • �'�' .. ,.,� � _. _ � .Y � , _ ��._ � . � .. '_ '� 7 ? �i.�. �. . ��i 1�11�� v: ��' }"'�"�' � � � � �, � I�',I � i �. WATER AND SANITARY PROVISIONS MUNICIPAL CONNECTION m ��n� � � �_� ; � ._ ��- � � . - o . __� � y : ,. � ,._ .._ _��, .. . � 6«((tttttt! �I n 6 � � ��. � � �r�. ! �9 ,�,tin��>��1��7�11��,��,��'u , ,�. � �. m . ..,.,�� _ _ �� , SNOW STORAGE OFFSITE �� z_.mv. ._�. ��.� �. �•°,'�d� - �`� �� IIII GARBAGE COLLECTION FOR ENTIRE SITE WILL BE COORDINATED TO BE ON THE SAME DAY D. BRIEN RAGONE * 50 UNITS WILL HAVE 1 .5+ PARKING SPACES PER UNIT WHILE 8 L.A. #002135 UNITS WITH 2 CAR GARAGES WILL HAVE 2 SPACES PER UNIT. � a � ti ch 0 N N � O � Q 3 � 00 �I 0 � U o� 0 � NYSDEC CONSTRUCTION CERTIFICATION NOTE: scA�E: W AS NOTED = THE CONSTRUCTION OF THE SANITARY SEWERS DEPICTED ON THESE PLANS SHALL BE UNDER THE � SUPERVISION OF A PERSON OR FIRM QUALIFIED TO PRACTICE PROFESSIONAL ENGINEERING IN THE � STATE OF NEW YORK UNDER THE EDUCATION LAW OF THE STATE OF NEW YORK. WITHIN THIRTY (30) -o DAY FOLLOWING THE COMPLETION OF THEE CONSTRUCTION THE ENGINEER SHALL CERTIFY TO THE �°' DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND TO THE OWNER THAT THE CONSTRUCTED NOT FOR � COMPLETED ANEACCORDA�NCETWITHT THE APPROV D ENGINEER�G REPORT ANDR PLANS. B HEN PROJECT CONSTRUCTION � � DEVELOPER MUST RECEIVE WRITTEN ACCEPTANCE OF SUCH CERTIFICATION FROM THE DEPARTMENT o PRIOR TO PLACING THE FACILITIES IN SERVICE. � RECORD OF SUBMITfALS DATE BY PB# 2019 0319 � � SUBMISSION OF FORMAL SITE PLAN TO THE PLANNING BOARD 04/14/2022 DBR SHEET TITLE: o � CITY OF SARATOGA SPRINGS NOTES: Approved by the Saratoga Springs Planning Board under authority of a resolution o COVER SHEET � 1. IN THE EVENT THAT THE APPLICANT DEFAULTS, THE CITY SHALL POSSESS A LICENSE AND BE ENTITLED TO ENTER 6. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. a UPON THE APPLICANT'S PROPERTY AND COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE SITE PLAN APPROVAL. aClOpteCl � 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY � 2. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES RULES AND WORK WITHIN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR A��EY. PLANS PREPARED B Y • m REcu�,r�oNs. Chairperson: Date • �, 8. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SHEET: 3. THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT OF WAY. a DATUM, ,g2g. APP��CANT: owNER: ENVIRONMENTAL DESIGN �' 9. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE � 4. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY WITH THE APPROVED PLANS; AND AN "AS-BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE STEPHEN P. ETHIER STRATEGIES, LLC PERFORMING ASSETS PARTNERSHIP, LLP. \ � THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. REQUIREMENTS OF THE CITY ENc�NEER. 10 EAST HARRISON ST. 10 EAST HARRISON ST. ` 1 of 12 ¢ 5. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY 10. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY SARATOGA SPRINGS, NY SARATOGA SPRINGS, NY 900 Route 146CIifton Park, NewYork 12065 0 CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. (518)371-7621 edpllp.com � THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. � 2HGE 12866 - � LEGEND: �� /� �� ' �`, \ SURVEY NOTES: Z � o AC denotes Air Conditioner � � � � V � � N � BIBF denotes Bent lron Bar Found �� j �� / � ____ '� �� 1) Survey map as prepared for Stephen Ethier. � Q CB denotes Catch Basin �\ � � i" �� 2) No monumentation set. W J O� CONC denotes Concrete � � �� ' � � a� DW denotes Dry Well � � � - - � I l _ /' V � 0 � � - � �� I 3) All underground utilities, if any, not field located. a Z DYL denotes Double Yellow Lines 1 � � � � I � �� J EH denotes Electric Handhole ' , � � ' ° g e E R M � � � � ' ' � A �� , ` 4) This survey was prepared without �he benefit of an up-to-date Q � Y EOW denotes Ed e of Woods � abstract of title and is made sub 'ect to whatever state of � R FF denotes Finished Floor Elevation ' ' GREENRIDGE CEMETERY ASSOCIA TION INC. � i I � � � � � ` � facts such a document would reveal. Z � � FOCC denotes Face of Concrete Curb ' � �1�V \ � , �� / c FOGC denotes Face of Granite Curb � V L _ _ J j V � � � � _ _ _ � '� �� `� �, BOOK 642 OF DEEDS AT PAGE 74 � � '� �, 5) Planimetric features shown hereon is the result of Aerial � W � FS denotes Flagstone l �� L _ _ J � I � - - � � \ � i i ' �� ' ' � lmagery recorded on December 17, 2021. Photogrammetric Z Z U GSP denotes Gas Stand Pi e i� i i I A � ` HDPE denotes Black Plastic Pipe � � � � � i i � � � � ` analysis and analytical triangulation completed by Environmental � � �N /' '� e E R M � i i I � �, �� ,� � �, Design Partnership, LLP. All mapping within the National Map � �� HYD denotes Fire Hydrant � e E R M / �� i' , w �' ' � � � _ _ � � V A �� Accuracy Standards as published by U.S.GS. Additional Field � lNV denotes lnvert �- �� i� � _ _ _ � � � , /' � cRauEsroNEs (rrPica�) n � , Q �i 1 �� /� n instrument survey completed on January 20, 2022 with a or� lRF denotes lron Rod Found --- �-_ �� A � i � I � �� / ----- / � � i , � v � , approximately 8 inches of snow and ice cover. �� JB denotes Junction Box � \ , � - / / � � Z oo� LA denotes Landscaped Area �� /� c E M E T E R Y \ � ��\ � �' � � � � ❑ � � 6) Elevation datum: NGVD 1929 W °�� LIPF denotes Leaning lron Pipe Found e E R M / �� n �� LP denotes Li ht Pole � � � �� I U g �� i� � ` � ' �� / / 7) Parcel three as listed in Deed reference No. 1 and as LSP denotes Landscape Pavers '� � ,�� ,,�� MC O�E/'IOfES M2f0/ COVE/' GRAUESTONES (TYPICAL) � �-� ppOO `� � � � � �� / �� SI70Wl'1/7El'EOYI I�OS l')O WOYYOYIty COl�V2yE0� t0 t1�2 tlClE l70/0�2Y Of /�/ � � 00 0 0 0 0o p000 � _, �' '� , \ _ __ ' �,� �\ c E nn E r E R v �' /� the surveyed parcel of land. Said Parcel Three is described in a ri � MH denotes Manhole '-------�� , ,�� -_ --- - � N/F denotes Now of Formerly p � GRAUESTONES (rrPica�) ---� '. ------------�� \ �,,-� �" Warranty Deed conveying said lands to Monro Muffler Brake, lnc. O � � '� � __- i" as shown hereon. � (V NG denotes National Grid Utility Pole � � � o-,c � ,� � ��,` RUBBLE DRIUE --- ------- �,�� M NM denotes Niagara Mohawk Utility Pole C 7 C 7 '� C o o -�--__ _- � OLP denotes Ornamental Lamp Post � E�w -�335- EOW -----------______ ____-----� I 00 � OHUL denotes Overhead Utility Lines eieF � � PVC denotes Plastic Pi e (o.s' Easr � �� BOUNDARY CORNER /7 � � � „ GRAVESTONES (TYPICAL) GRAUESTONES (TYPICAL) � SAN denotes Sanitar Sewer OF LINE) S25'SQ �� /t/ C ] C 7 � � � O OO O C ]p C = "�� 4��.��' FALLS lN 12' TREE y' HIGH METAL RAIL FENCE � Y 4' HIGH CHAIN LINK ENCE � � � � � � � � � "J 4� HIGH CHAI�V� UNK FENC � - , , � STM denotes Storm Sewer �� - - TF denotes To of Frame Elevation � TYP denotes Typicol p .� � 33a �, � lRF O` Q UB denotes Ut�ity Box � ��'� �`� �334 � � w O o D S � 333 332 33� g30 � 4�3� � VCP denotes Vitrified Clay Pipe 33� � \ w � �-335 � � 334� � (THR£ADEDg } � 3.5� HIGH MASONRY WALL � � VIBF denotes Verticol l-Beam Found Q SHED � X � '32g� LAT PARCEL TWO 32 ` WFP denotes Wood Fence Post -� 3z8 � �330 �wa�� sHEa - � Q � �(DEE� REFERENCE No. 1) 328 � 327 �� FF=324.90 F=325.15 g2� + � � � THE FOLLOWING TEST PITS WERE OBSERVED BY ENVIRONMENTAL DESIGN sHE° - �� iRE I - - - - - - - - - - - - - - - _- - - - - - - - - - - -\ O CONC WALK lT -325 CONC WALK Q PARTNERSHIP, LLP ON MAY 7, 2021. � 3z5-E O \ DW TF=324.05 DW TF=324.15 � �O � � M DW TF=324.15 (TYP) DW TF=324.30 `�' � � FS PATIO BOTTOM=320.55 BOTTOM=319.30 M Q TP#1 r.� BOTTOM=321.55 CONC BOrTOM=321.40 CONC I� ASPHALT PAUEMENT 0" - 11" TOPSOIL, SOME ROOTS ° EAUE s �/� O (T�'P) CONC WALK (UN�ER EAUE) � � � VJ 11" - 48" LIGHT BROWN FINE SAND e I � � � 48" - 72" LIGHT BROWN FINE SAND, SOME SILT WITH DEPTH � � � W FF=324.70 � NO SEASONAL HIGH GROUNDWATER OBSERVED `� o � a � o x o v, � THE FOLLOWING INFILTRATION TESTS WERE PERFORMED BY ° w � � Y e �/1 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP ON JULY 5, 2022. � o o � � MOTEL BUIL�ING � � O VJ � � � � � 2 ' ` � �� o z . V STABILIZED RATE GREATER THAN 60 INCH/HR � T�� o `� (� � `� � J �� z -1 STABILIZED RATE GREATER THAN 60 INCH/HR � - � 6' HIGH I CONC WALK (UNDER IEAVE) i CONC WALK (UNDER EAUE) I g � W �T�y z CHAINUNK � =� FENCE J j � � STABILIZED RATE GREATER THAN 60 INCH/HR I � � �B O � � Y Q (TYP) � i Q � � O O N LANDS N�F OF W 325 � I ,� S,�N ,�, �� CHARLES A. LOWELL a� �� m I w LL r^ O INSTRUMENT No. 2015016619 ASPHALT Q � � CB TF=323.95 iQ CB TF=323.40 � � � � �/�� PAUEMENT = �+f� � ASPHALT PAUEMENr BOTTOM=31 .80 � `J � Q � WATER=315.OS I CONC � BOTTOM=314.35 O PAD g UB �I/1, � I � �W TF=324.20 � c� v! W Z � � � �Q WATER=316.40 � V CB TF=324.70 " `� � � (� BOTTOM=315.75 \ a lNV(W)=379�0 � � � ^ � - - � � � � J Q (n � 7' HIGH WOOD STOCKADE FENCE � •�� I P�C I I FOCC } L 0 0 0 0 0 0��N25'S0 00 E � � , LA " ' � � Q �I'1 r � � \.J Z 25.00 O � T MH lN � O �-------------- I OO � i �/#2� n coNc � � � O � I GRAUEL �J�--� C - � � � O I i SPRING C I ' � N I � \1 O W�K a fn m � U � I RisER aNOBcur � AREA = 2.640f ACRES I e��c,r � cazEeo I � CB LA LL � vIII z /a/� a ii i O � I '0,9��5 � ON BRICK// U I I � �++ � V J V I I i I �2� � W w � � � --� � � o coNc � � � LL � I � � � � w Z w � II `� vTi ` w Z w --- � Q I m � � � �WELLD W O W LA � ---- - � O O ` L A W N O � I � � 2 O O O I � � j � �I � � � � � i � `� � J � `' m -------- -----L---- I (V Q �- �- '� � (� � U cn m II i CB TF=323.30 � Y I I I � I Y J � BOTTOM=316.00 � W Q � CB TF=323.65 ASPHALT I I I 3 � 3 BOTrOM=315.00 ---- - ---------- --- ----------- --- --- - I� 3 I I r I I O i A.L.O. WATER LATERAL METAL 2 � U I I DRAWN BY �BR PAUEMENT I � i I 2 � 2 � ❑ MC FENCE � � v I V I � i � I i ��) O O � I CHECK BY DBR � OLP �� i I EDP PROJECT NUMBER 174264 Z � THE ALTERATION OF THESE DOCUMENTS /N ANY WAY, I O � I ❑ � � / CB I I UNLESS �ONE UN�ER THE �/RECi SUPERVISION OF A I h � I N I O P I I I I COMPARABLE PROFESSIONAL, (I.EJ ENG/NEER FOR AN ENGINEER, LANOSCAPE ARCH/TECi FOR A LANOSCAPE I � i PADC \ �F LSP POOL �ECK I I I �_ U ARCH/TECi OR SURVEYOR FOR A SURVEYOR, /S A VIOLAT/ON � I I ` � OLP I I � Q OF THE NEW YORK STATE E�UCATION LAW AN�/OR I I � I I I I I I � REGULAT10N5 AND/S A CLASS "A" MISDEMEANOR. � o i I� j , � I �TYP� � I REVISION DATE BY � � � � i � I REVISED PLANS AS PER COE ANO CIN 07/O6/2022 DBR LANDS N/F OF I ' i� O II AC I COMMENTS MONRO MUFFLER BRAKE, INC. � , W^ �P a� " ' ❑� j � REVISED PLANS AS PER CDE oe�a9�zo2z DBR BOOK 1640 OF DEE�S AT PAGE 396 � � i �2 0 � � , �, i � � � � � � � i ��w � � �� ' e � � � i Q I J W� I ��o ASPHAL T CONC I I ASPHAL T I CONCRETE lu�O �y PAUEMENT i U 2 I G I i GRAVEL FILLED I I PAUEMENT I SURFACE I O� I Q�O I ❑ I ` - - ----------------- SWIMMING POOL �U I I � I a O Q I I A.L.O. WATER LATERAL I � i I I 2 I � a�P I I � � Q ' W � ❑ I +� � I w LANDS N/F OF � � I I m , `' I �� I � ° THE ADIRONDACK � � � � � ❑ � I I ce rF=323.4s � TRUS T COMPAN Y � I J I I CB TF=323J0 I i i BOTTOM=314.35 � BODK 116� OF DEEDS � � � WATER=314.90 I � C� � a AT PAGE 212 M � � � BOTTOM=314.25 i Z � O o I � , � � 2 8A I �� I O I I� N � � � I �' I x o Y I � I I i i C 1 P OLP I m � (U Q I � � I I METAL � I I O ? � 3I Z I � � i FENCE J �I O � P DC SIGN I � I � ROOF ELEVATlON=366.6t � I � I II� ¢ UI I � ❑ I � 325- � � k i � i � �� L A N AC �J i 0 ``i D. BRIEN RAGONE � � � i AC � i � i o� o �' � ,� i �T� � i L.A. #002135 � DEED REFERENCES: � � j � ��, � I ' �i I � N i i � AC I � I 1) Tl TLE SOURCE � i � W �r�3 N �jcN � � N I `-' Grantor: Yong Brothers Trading, lnc. � i i O WFP � ------------- -� � �, I TOWER ELEVATlON=384.9t � Wi I O �rYP� � i i SHRUBS /J I N Grontee: Performing Assets Strotegies, LLC i {� _ I � Dated: January 12, 2016 i � � � coNc WALK I � \ �--- � coNc WALK � Recorded: January 72. 2016 -- - ------ --- FF=324.95 w lnstrument No. 2016001134 � � � �l' I� I � � L = I I I �� I� i� ASPHALT WALK � ry� I I� j � � �---------- � � � � �,� N �W TF=324.30 �A � � Q j ``� i i� � � � lNV(NW)=317.3t /- '� � J J BOTTOM=316.40 �� Q � I � I I� �I � �� V � UlN YL FENCE t;7 � � � � ��M FENCE ' ARBORUITAE ROW �I� Q� ��SIGN BASE /�\ � � W�K �` O W�� + ASPHALT � � � � -� Q� �J' � PAUEMENT � � MAP REFERENCES: I _ � /`�� " I� O� �� L A W N �� MH TF=324.05 SHRUBS �� L A W N I �� LA � � � L A W N �� i � L_ �--�--I -- I ,' y� � � / O7 �� Map Entitled: "Map of Portion of Former Morvin Estote�� TREE �`�3 � 4 O ii i lNV(N)=316.70 �`�`'� �I � MH TF=324.60 3 MH TF=322.45 I � lG I � Map Da te: July 1926 I I �� I iNv(s)=3�s.�s o I /� lNV(N)=375.55 I �` COUER SEIZED o Prepared By.• S.J. Mott, C.E. � ce TF=322.50 d , lNV(SW)=317.90 � � i � � SCALE: lNli(S)=315.65 0 323 /NV(S)=318.30 I i i lNV SW-319.52 Q GSP G� � Map Filed: Sarato a Coun t Clerk's Office lNU W-316.45 i GRF � � � � __ �O Augus�2, 1926y ( ) _ � (TOAIMELL) G� lNV(W)=318.00 /NV(W)=378.03 I � Q STOP LINE �� Map No. EE-49 - ioo.s�' coNCRErE SI�EWALK � + ++ i i i + � CONCRETE SIDEWALK N25 50 00 E C RETE I SlD WALK CONCRETE SI�EWALK 375.00 S I � (99.6' CIRF TO lRF) I 2) Saratoga County Real Property Tax Mop t2"vcP saN r to" vcP saN - _�_ - ,, _ �_ � _ _ _ _ �2'_Pvc saN- - - - ruRN - - a �_ EH �SIGN SAN 3 CONCRETE APRON 10" VCP SAN -�- -�- --�- - - Clty Of SOYOCOCJO Spl"II�gS �IYISldE DlStl"lCC� (�OLP a �) TREE v'� � N�. 32g � 30 MPH NM 205 W/ � � �� R � Sec tion 7 78.35 --- ____ oHu� � � NM zo� � o�P �� sicN RisER ANo cuvs Block 1 ____ ____ ' �__ oHu� zo6 \ oNu� o�P NM 208 ---- - ---� - -- ---- CONSTRUCTION � Lot No. 6 III Focc Focc � �� , z BENCHMARK: ,�� Foc � ��Q 18" HDPE STM 6x6 w, JB PB# 2019 0319 ° vl 322 �OCK SPIKE SET 2 ��U � lN UP NM 208 � �� ,�� 32�� (5' HIGH) CONC � E�EvanoN=323.so I I� � � or� SHEET TITLE: � D YL d V �\ �: � � �� MEDIAN I�I O� �� i U.S. � N. Y S.��ROU TE� 9 ��2 ME�IAN EXI ST I N G � vJ � � O �YL W d i / � D YL � ---- --- ------------------------------ Z-----�I �� ASPHALT PAVEMENT \ CB TF=324.30 � ------- - ------ 4 I ------- \ --- CB TF=323.50 /NV(N)=320.00 p7 L lNU(N)=319.17 CB TF=324.00 /NU(S)=320.07 SURVEY MAP � A.L.O. 72'� EXISTING WATERMAIN lNU lNV(SE)=319.55 i O 2022 BY ENUIRONMENTAL DESIGN FOCC � (S)=319.25 - Q PARTNERSHIP, LLP, ALL RIGHTS RESERUED FOCC FOCC � FOCC N UNAUTHORIZED ALTERATION OR ADDITION TO CONCRErE APRON CONCRETE APRON � 24" H�PE STM � HYD � CI SHEET: o THIS MAP /S A UIOLATION OF SECTION �209 °P °�P g °�P o�P °�P Approved by the Saratoga Springs Planning Board under authority of a resolution � SUB�IUISION 2 OF THE NEW YORK STATE � i EDUCATION LAW. � CB TF=322.70 N COPIES FROM THE ORIGINAL OF THIS SURUEY O lNV(N)=314.40 i 2 /NV E -317.80 BENCHMARK.• Q MAP NOT MARKED WITH THE LAND SURUEYOR'S � �- adopted 2 O 12 � EMBOSSED SEAL SHALL NOT BE CONSIDERED A p� lNU(W)=315.03 p NU A r HEA� OF ARROW VALID TRUE COPY. � ON FIRE HYDRANT � ELEVA TION=325.93 Q Chairperson: Date Q � \ REMOVALS LEGEND: �� ,'� �`�� ;' �� ,,-----�'�� `�� REMOVALS PLAN NOTES: � o � �uMeER � � � � ' � � - - -� � �� 1 . UNDERGROUND UTILITIES ARE SHOWN FROM FIELD � � Y Q � \� � '� I \ \� I LOCATION WHERE POSSIBLE AND FROM RECORD W J o� °ErAi� KEY ' � ' ' , � ' ' i ,' �� A � , �, DATA WHERE FOUND. EXACT LOCATION OF Q J � �' � SHEET � i i i NUMBER '� , , � � �� LANDS N�F OF 'i � UTILITIES MAY DIFFER FROM THE LOCATION J � z �, � �� % '�� , GREENRIDGE CEMETERY ASSOCIATION, INC. 1 SHOWN, AND ADDITIONAL UTILITIES MAY EXIST. i � _ J ' ' � � ` eooK 642 OF DEEDS AT PAGE �4 � �, '� VERIFY THE PRESENCE OF AND EXACT LOCATION H = � / �� _ _ J i � - - � � �\ , OF ALL UTILITIES WITHIN THE LIMIT LINE PRIOR W o LAWN AND LANDSCAPE / � � I � � � I (I� a AREAS To BE REMovED � � ,� �� ' , , ' i A \ �� I �� TO COMMENCING ANY EXCAVATION WORK � . � �� B E R M � � i i � � A A �� I � � = ExISTING PAVEMENT ro eE �' � e E R M � �� .'' �� ' � � ' , �� , ,� �' , � PURSUANT TO THIS CONTRACT. � � �� REMOVED , � � � � ,� I � - - - � `� � � / , �' cR,auEsroNEs (rrPica�) � I -� '�� ' � � ' � 2. PROVIDE ALL REMOVALS INCIDENTAL TO AND � � �� i� �� '�;�� ,/ � �� ' I NECESSARY TO PROVIDE THE WORK OF THIS � � oM BUIILDING/SHED AREA TO eE �` i c E "' E T E R Y e E R �� ' 0 � , i CONTRACT. REMOVE EXISTING FEATURES IN THEIR �� REMOVED IN ITS ENTIRETY �� '� � EXISTING SHED, INCLUDING �� '� EXISTING SHED, INCLUDING � � /� j ENTIRETY UNLESS OTHERWISE NOTED. W �� \. .. .. :�`:A:� , GRAUESTONES (TYPICAL) � � �-� o 00 0 �� FOUNDATION AND ANY �� , ,-' i" FOUNDATION AND ANY �' �' 0 0 0 0 0 0 0 0 '�_ -- FOOTINGS TO BE �� ,��-_ --'� ' FOOTINGS TO BE E r E R Y �' � '� �-_ - --- --- ,,-�� 3. CLEAR AND GRUB EXISTING VEGETATION, CONCRETE/POOL/PAVER GRAUESTONES rrPica� �---' REMOVED/RELOCATED. �� ---__________- REMOVED/RELOCATED. ,� �� AREA TO BE REMOVED � � � � COORDINATE WITH OWNER '� COORDINATE WITH OWNER _-�"� �' REGARDLESS OF SIZE, NECESSARY TO INSTALL � N � � � � � o 070 � '� � ',C � PRIOR TO REMOVAL. AREA �`-�_, R SILT FENCE AS PER 2 PRIOR TO REMOVAL. AREA TO ----- �-' THE WORK OF THIS CONTRACT. REMOVE ALL � r O Eow T O B E F I L L E D I N, R E F E R - - D E T A I L - 8 ___ __ B E F I L L E D I N, R E F E R A L S O T O _ ____,�� A B O V E G R O U N D P O R T I O N S O F P L A N T S. G R U B A L L O � N TEMPORARY SILT FENCE _�335- ALSO TO GRADING PLAN. Eow GRADING PLAN. _--- M e�eF � ------ ��- BELOW GROUND PORTIONS OF PLANTS TO A „ �o.s' Easr � �� BOUNDARY CORNER MINIMUM DEPTH OF 6" BELOW FINISH GRADE IN � ' � -x-x-x-x-x-x-x-x-x- TREE AND WELL PROTECTION o o + ++�A� GRAVESTONES (TYPICAL) o GR UESTONES (TYPICAL) C � � + FALLS lN 12' TREE OF LINE) S25�SQ 00 VV 4' HIGH CHAIN LINK ENCE C ] C � � � C � C � C ] C ] o � � � � C �� __ � � �_ � � ^� 4� lGH CHAI UNK FENC 400.00 � LAWN AREAS. COMPLETELY REMOVE ALL BELOW � LINEAR FEATURE TO BE � - - -- GROUND PORTIONS OF PLANTS IN AREAS TO BE � � J REMovED � '��, �� ,� �334 � 3 4 � w o o s / 333 33z s3� �s3o lRF 4�3� COVERED WITH BUILDINGS AND OTHER � EXISTING SITE FEATURE TO p 330 _� � w o -335 � 334-�/ � (THREADED) O a I 3.5� HIGH MASONRY � STRUCTURES, PAVEMENTS, AND PLANTING BEDS. a X eE REMOVED Q 329_ � LAT PARCEL rwo 32g ALL INDIVIDUAL TREES INDICATED FOR REMOVAL ` � Q a 328 - RET ��oEEa REFERENCE No. 1) 328 ARE TO BE REMOVED IN THEIR ENTIRETY, r 3z� � �330 �wA�� - �32 w INCLUDING ALL ABOVE AND BELOW GROUND a X sHEo ;� - RE -(6 �F 7) 32s �� F �)� .; , _ _ _ p PORTIONS. RES RVE AND PROTEC ALL EXISTING J � � <= � _.._ (4 OF 7) -(5 OF 7) _ .._. __ � VEGETATIONPNOTEINDICATED TO BETREMOVED, AND +� �� - ow rF=324.os ow rF=3z4.�5 � �``��`� ` �' � O OTHER VEGETATION OUTSIDE THE LIMIT LINE NOT � ��. � . �:.�;. � �0 � � � DW TF=324.15 (TYP) DW TF-324.30 = . BOTTOM=319.30 �� \ � � _ a � � V c� M � FS TlO BOTTOM 320 55 a „, eorroM=3zi.5s eorroM-32i.4o r� � �� REQUIRED TO BE DISTURBED BY THE WORK OF � - - ,-_;� � � - - ---- ; �� z ��--� -- � " THIS CONTRACT. PROVIDE FENCES, BARRICADES � EAUE ----.-.- . I i N O CTYP) � i i.f, � �1�.. \ -,Y '.a V, � � � r� � � . i i� � i \ ~ \._�___.`�>�,.. ��._ � ._._.;. �_�,____ �,� ,.�=,��':`.� �:.,a, �__�.�_ � .:...�. .'� ..�...'� _ __..�, � a ,.._��.� ,. - � _.�.. �.�. ��. _._:.� ._.a.: . ��. �:�..'__ ....:. . �.�.._.. '`�`\\\ Q � �., �� .��\�'�.�'��'�:. ,.�.._� \.�.. ��, �.'�_��. � ;`:� Q I i .`�� `��..��' �.' ' ' , x .�\ � '� \�� . .,� � � \ � . '� .'�., .\�� ,: _'� \" �"' _� �'_�. . ��, � \ ,\� �� \ :� \� .'�� ,� �,.� ` �.� .� ' � �� , ��.,�\ � z �, � � �, � ��,, �� , ,� `� �, � �� `,��, � �\ '��,� >;�i' �'� � � �`<� \' � DAMAGE BY VEHICLES. DO NOT DRIVE OR PARK lu ��,��`� '�'�� . ��\�� .\ �: ,.�\ \ � � `:��.,�'� ��\\� �. ,��, \� �., }� � .� ,��, � � �� ,.. .,v.� �\,�. \ \\��.�'�� \�' ;��,��\ �� \ >- W � U � . �\ � \� \\,.� � �\`�� \ ,,\�\,,�� \�,,�� ,, ��,��. \ , T' , 2 VEHICLES ON LAWNS. � U� �� o z o 'V � �� EXISTING BUILDING, INCLUDING � ° � w � ��; ;� � � � � � FOUNDATION AND FooTINGs To � �; �� ,� �� 4. PROTECT EXISTING PHYSICAL FEATURES FROM � W m o " '\� BE REMOVED. EXTERIOR � �� ,� `�� REMOVE EXISTING SHRUB ROW o o �� CONCRETE AND MISC. ITEMS � �` == ;z�;�� DAMAGE NOT INDICATED OR REQUIRED FOR THE � U� � � � ��'yj�/y� ��; '�� To BE REMOVED � � � �� ' �� WORK. PROTECT EXISTING PHYSICAL FEATURES (� �x� � � � �� ,�� , � � FROM DAMAGE ON THE SITE THAT LIE OUTSIDE � � `�� .A�� A, � ��.,�� ,.� � �,�` � �� '�� , � � � i,., � � �,�.� . .� . �, A��,�..�� v.,�.� ;,.,A�.A`.,� , .. �: � \ � '`J�' \�, A�.A�,. �, :� ,�.� \ �, � �\ � � AA� � ��V �. �<�� V�� \� ��:A ,�� , .,� V �� ..� A` � v� �� \ L V�,. �.��. ..�� A�� THE LIMIT LINE ADJACENT TO THE PROJECT. � �'�� . � �� . � .� ��; `�� ,��, � �� < ��;� � ,�, �,, �, �:�� , �� , �� .� �, , �� ,� � ��` � � ��<�� ;. � �� A �, �� ,� �\�, �� , � � � �>�� `. A �� J ��;�.� �� \�,, �� ,��,,.�� , � � ��,�'��,�, �A �z��'� ::.` � \ \ � �� ;�,,. -- -� � � w�-�.� � �� >-� �a ��. > �� '._-'.� ='�"' , � � . �� v� � �, '�•��-- v? �� ?� � v, � y �, �� '� ��-'� �� >� -��.k...�=��- >v=-?,.:�v�:ti-`�'�v`-,�ti�: ,_'�'`__�:��>:�-��.�.-�-- ��,�.:?,.��, _ ___ _ �� V ; � ��_....... .. �, '�_ ._. _ PROTECT EXISTING TREE 6' HicH �� I C. �..� b�,�,dl i ...�.1_C'. �_ ;1i;-. l � �� .,_. a�� h:n_ c 'i,nA,_ . ..:�L,? � ��\ � � j , � � - t I , 5. RESTORE TO THEIR ORIGINAL CONDITION ALL � � AS PER DETAIL cHaiNUNK � `�� A `� FENCE i y��,� �� c, EXISTING PHYSICAL FEATURES DAMAGED BY THE � Z � � '�r `��`; ��'��'� a UNAUTHORIZED ACT OR OMISSION OF THE � REMOVE EXISTING DRYWELL �� . ��..,�� _��.., .r �,��._ ��_,�� \�, � �>\ ��._ �._..,� �..�,. �,., �� _�� `,` : � W LANDS N F OF � aN� coNCRErE Pa� i�� H•.�F °� �� _ L � +` � �� -'.� (TYP. oF 3) ;� � �; �� :�� , �. , _ ��`� �-,r�, _� ;�;� �'� I REMOVECONCR�ETE PAD�� TH�E�CONDI TON�RN �WHICH�TH�E ��FEATURE�WAS�� 25 � r , ^ --- CHARLES A. LOWELL 'p � X m � I ��; - _ - � - � ��:� , BASIN, FOUND AT THE START OF THE WORK. Z � _ '�� AND ANY ASSOCIATED Y INSTRUMENT No. 2015076619 ASPHALT O� � X � I I I� � - - -_ � � -- , , c.s '�� 5 � I z ;.� - r 5 r=�=z.s.sc%�' _ �� t DRAIN PIPES PAUEMENT O � � ..�,�. � 'v1'P. T� .57._.L`5 i � �� /'� A.S�:.H4LT F^VciN�iJ' �RJTi�,J� S7j��0 I \\ � . `.\\ � CONC W � � � � ,�Y� � � 1� _M-3?4.3B � i I�_ - �- -- �--� _ 7 � \ �� ;�A\ �i PAD � 6. COORDINATE THE LAYOUT WORK WITH THE SITE (n Q d. �, l � �� - � �ti`" E� 3io � /� � r � A �� `� ce rF=3z4.�o ENGINEER AND CITY ENGINEER. ELIMINATE ALL � � � � (� } � � I , , , i� i ;��„ ,�„-,3, �4, � ' REMOVE EXISTING DRYWELL � � � c� / � > lNV(E)=319.80 � ;; -- --- (TYP. OF 7) �� I .� , �� 1 a iNv�w�=3is.�o CONFLICTS IN UTILITY LOCATIONS PRIOR TO ANY W Z � � - _ � � � �� _� � � EXCAVATIONS � Z � � W � � W x, _ _ _ e_ � � ,� �� ; � � � X �-�� " � 7' HIGH WOOD STOCKADE FENCE • I , Pa,� . 0 0 0 0 0 o��N25'S0'00"E � X � `' _ I � _ � , ��oa;, , _ , , �� 7. STRIP ALL EXISTING ORGANIC SOIL FROM ALL � � PROVIDE SILT FENCE AROUND AREAS WITHIN THE LIMIT LINE WHERE EXCAVATION � Q � 25.00� p� X �� ' � � �` - I ; � ��` EXISTING GAZEBO, WELL AND � � � � � �� ` , ' OR F L IS E UIRED NCONTAMINA ED OR ANIC � -_____ p I I coNc MANHOLE DURING CONSTRUCTION. � � IL R Q . U T G } � i / GRAUEL � -- TAKE ALL PRECAUTIONS NECESSARY �� SOILS FROM LAWN AND LANDSCAPED AREAS WILL " J 0 ~ I � � X � � � � " ROTECT. SEE , � �. -�_ � F � � ' � O�� X � �� - �� ' • • O NOT STOCKPILE NON ORGANIC MINERAL SOIL OR RiNc To PRESERVE AND P ��` � ; BE ACCEPTABLE FOR RE USE AS TOPSOIL DO � � � � Q � � , � / � ALSO NOTE No 11 ` � N ; _ � _ - 1 ;�� i � � ' OTHER CONTAMINATED MATERIALS WITH TOPSOIL. � � W � O X � i � � Nc zoae w/ i �/':;4 =_ ' %;�y<<'i_f- ��i�'�_�� I " � � - i� � �\ � � �B � Q �,;T'� , �. �., �._� ., .� I � RISER AND GUY .,�i :- GAZEBO I ' �V��'� � � � I <' � � ' � ON BRICK / � �� i � � � :�:::; ;, V _ � � I � � X z� ;�:�; - I _ � __�� %� y , ;� � I I , � i , ., _ _ , � � � , , ,; 8. FINE GRADE, TOPSOIL, SEED AND MULCH ALL � � I Q Q PROTECT EXISTING � ,:. - � � . �; ,. � ..: AREAS DISTURBED BY THE WORK OF THIS I W � (� � 5 � � � - _ - � ; � ,,, ,�,. � � � SHRUB ROW AS PER ' I � 'ti . �- I ' � � � �' � CONTRACT AND NOT SPECIFIED TO BE COVERED - � � 8 DETAIL � i � - � � L � � I i� ' ^ � '- � �� I , L A w N �� WELL �� _ �, � �; � '� ; BY BUILDINGS, PAVEMENTS OR OTHER FINISHED r � a O O � I i� , • �� _ � �_ I ' � � � �� : � �; _ . TION 4 � \ h �� ` �': �� SURFACES RESTORE ALL EXISTING CONSTRUC � � � � � � �'. '- � �� `� ' I �.. � ; �--- � �- �:� �' �� -------- - TO ORIGINAL CONDITION, UNLESS SHOWN OR � � � � (y . - 1�Ct> F 3 3.30 � � . � �+ � �+ I I � �:: � . �� _ �ce r� �� I -- �,so �n� -=,.no i-� �V , � ..: � � �: � OTHERWISE DIRECTED. � � c :l � � � ` ASPHALT � � � I � � �� ., �. �� i ��J�'TOr.: Si...c,i � �-� - -- A.L.O. WATER LATERAL --- _ -- -------METAL- -- --- ------ �� Z OF 7� � -------�--1�------- � � �� L � � r U VJ X � �! �`' �:: PauEMENr � � � � . ',� ' , �� I � � - _ FENCE � \ � �� ; I 9. PERMANENT ROADS ARE NOT DESIGNED OR � � ' I �"WFP < < �� ` l ��,�;,, (2 OF 3) I ' ` �, l � , I � ' � � ' '' I INTENDED FOR CONSTRUCTION EQUIPMENT USE. oRawN ev oeR M � � (TYPJ � / ��lP _ �P �ry i� 1�I � � � �: � � � � � ` 1 o'"'�S� A � ��--�------___ � O�Q� �� CHECK BY DBR '' i I ! �` �, ' - � `'�- � - �� ;� � I 10. RETURN ALL DISTURBED AREAS TO THEIR EXISTING EOP PRo�Ecr NUMaER i�azsa \ I COVER TYPES UPON CONSTRUCTION COMPLETION THE ALTERATION OF THESE DOCUMENTS /N ANY WAY, LIPF � � __� ON^ �� ," . _... �. _.. -- � I -'�?D i - � . . �� UNLESS �ONE UN�ER THE �/RECi SUPERVISION OF A i i . _ 1 \ � � ON UNE . . , � � � C J J � , _ . . � � \�I I W I � I � I '" I �' \ �� V I U N L E S S O T H E R W I S E S P E C I F I E D. COMPARABLE PROFESSIONAL, (l.E J ENG/NEER FOR AN I \ � �� -______ , _ � . i ENGINEER LANOSCAPE ARCH/TECi FOR A LANOSCAPE '� / � ' ' I . .. - "-_ .-...� � I � I � � j % = c^,✓c -- � ARCH/TECi OR SURVEYOR FOR A SURVEYOR, /S A VIOLAT/ON O , � - . I I -_ . , _ a - � i . J . . YORK STATE E�UCATION LAW AN� OR . _ � OF THE NEW . v / EXISTING BUILDING �� EXISTING BUILDING o . , � �� . i J � I / II I _ � REGULAT10N5 AND/S A CLASS "A" MISDEMEANOR. o � � � INCLUDING FOUNDATION � I � INCLUDING FOUNDATION 11 . THE EXISTING MANHOLE, GAZEBO AND DRILLED LANDS N/F OF � ° i � REVISION DATE BY � � , 2 N AND FOOTINGS TO BE i � 4.. �, . i , i�' � AND FoOTI GS TO B WELL ARE TO BE PROTECTED AND PRESERVED N E N� MONRO MUFFLER BRAKE INC. -� I PAOC � REMOVED. EXTERIOR -- `` �-- - � REMOVED. EXTERIOR REVISED PIANS AS PER COE ANO CIN I�, � I I � \ 07/O6/2022 DBR "'• BOOK 1640 OF DEEDS AT PAGE 396 I w�^ CONCRETE AND MISC. I ` ;; j� CONCRETE AND MISC. THROUGHOUT CONSTRUCTION. PLACE SILT FENCING COAIMENTS o � � ' i�z � ❑ ITEMS TO BE REMOVED I ��- � �� _ B � � I ITEMS TO BE REMOVED AROUND THIS AREA AS SHOWN. NO HEAVY DUTY REvisEo P�nNs ns aER coE oa/o9/zozz oeR , � 'I � � i � i . . �.,. � � _ . I w _ . , . �� EQUIPMENT OR MACHINES ALLOWED INSIDE w - . � � � a�- , i �, I O �� " . _>rN, J I �W � �o �, E:. A, CONC iaS;'h'AL.T � i tir . AV_N�__ , i . W O , � � Z / �. . , FENCED AREA. � � 1 � . / � � i � � I ❑ � , , � � � ENTIRE POOL INCLUDING , �,.'"'��E"'' I � �� 1 �°o I � -- - -- -��-- -- -- --- ------------ ---�- - ' ' DECKING, FENCE AND �� a Q � � �,.-_o warE,R ��,rF�.F. `-� I � ' ASSOCIATED EQUIPMENT TO = � w Y � w I � � ` `� SILT FENCE AS PER 2 �RF 2s.00' � � i � I ❑ i� _ BE REMOVED �- -_ �� a DETAIL 8 0� I� i' _- . � ��' Y � . 2 - "- - - U SILT FENCE AS PER - -- , 1 �' � I ' I `_ . � r� -z;�a= i i �\ � o 8 DETAIL � � ❑ � � _ , I ..s , _ , � � �I � j i C�r F 3� 50 � i i i BJ?�pAq,•�4.35 �� d � � I I � � ltiF �r2 �31 a�pG � � �� - � � � � � � a o � � i i � .;� �o�� ==_a.z� i - - 3 OF 7 / � �� o o� I � I j � • -- - _ I ' =: � � / � , � o NM � � � I � 2O8f � � (3 OF 3) _ � �� - `-- j �� i APPROXIMATE LOCATION OF EXISTING o � W i I ' `; - - P � �. ' � � SEWER SERVICE LATERAL. CONTRACTOR � � Q� � � I I, = ' _ I '�� METAL ,�� ? TO VERIFY THE EXACT LOCATION PRIOR o 31 Z i � , � � FENCE _ I � TO CONSTRUCTION AND REMOVAL. cu I v� p � , ^o�r� -'----=' I z COORDINATE WITH CITY DPW PRIOR TO � o� � � � I P�a�- � � I �� , � DISCONNECTING SEWER LATER SERVICE � �� -� �� 3�s- -. . . . - ; - �� x (TYP.) a� � I � I -_-. �-... � L A N '_ � � .. , I � �.,A`.�' � Q �� _�.�,�� ,��., i I � ! i � ��'------ � � � ��' I PRIOR TO THE COMMENCEMENT OF ! � i . I �, � � � �� O7 � ANY WORK, COORDINATE WITH THE � �� i � � � i � � � � � �� D. BRIEN RAGONE � rn LOCAL UTILITY COMPANY ABOUT THE � � , � � �_ I ' � � -� ! � ��' � RELOCATION�REMOVAL OF EXISTING � • I � � � �.` , ��' � � L.A. #OOZ�3 'rJ o' � �� / I TOWER ELEVATlON=384.9t � UTILITY POLES AND OVERHEAD � � .� � � I � `� N � ASPHALT wFP � �� . � ��f � I POWER LINES. DO NOT DISCONNECT �� sHRues ;� �� .' PA UEMENT � � (TYP) �.. ;,. �---�.. ��...�� . - � . � _ 'i i �_� , � ,� � � �� W POWER UNLESS AUTHORIZED TO DO � � � -- � , . ; i ------ - --_____ ___ FOUNDATION AND FOOTINGS TO �� ;�� SO BY THE LOCAL UTILITY � O ❑ n,� ,, � EXISTING BUILDING, INCLUDING i -- � ,, , � COMPANY. I , � � j I L ___________ � �} I BE REMOVED. EXTERIOR j �, I i I (O❑ I Q � ''� �;sP;.,a�r �:.,a�; CONCRETE AND MISC. ITEMS �� i � � � I � �w � � � TO BE REMOVED ;' i �I ' aw rF=32a.3o �A i i ti �ti � � Q � � � �' COORDINATE WITH WATER SERVICE - i j � lNV(NW)=317.3t �- - �, �, 5 � I � BOTTOM=316.40 / PROTECT EXISTING I I� Q� COMPANY PRIOR TO DISCONNECTING � ��' ' � � �I vrNr� FENCE � �� SHRUB ROW AS PER � � � �,"' w w� i PRIOR TO THE COMMENCEMENT OF �✓ � ' Q I � / SAW CUT EXISTING CONCRETE o 8 DETAIL I '� VINYL � � � WATER SERVICE. WATER SHUTOFF y� � J� � � � ARBORUITAE ROW w - eas ANY WORK, COORDINATE WITH THE �� ; ,_ � ASPHALT SIDEWALK TO THE NEAREST JOINT a I i FENCE L A w N � „ REMOVE TWO (2) EXISTING LOCATIONS UNKNOWN (TYP.) LOCAL UTILITY COMPANY ABOUT THE ' j J I � �t PAVEMENT � AS SHOWN. REPAIR ANY DAMAGE � I � Io ' � c, STREET LIGHTS INCLUDING � / I I � / � � � TO EXISTING. TYP. OF 6 _� � - � � � -� " I� � � � A w N D S�C�ONN�E�TIONMOF�ANY�POWER TO � i ��I � ,a w N � i +, Q ^, BASES. REFER TO SITE PLAN EXISTING UTILITY POLES AND _ `�� ' \ v, � ( > m �- � i = ) �2•• �, FOR NEW STREET LIGHT MH rF=32a.o5 w� TREE �,� i lNV(N)-316.70 � MH rF=322.45 i LOCATIONS. (TYP. OF 2) OVERHEAD POWER LINES. lNli(S)=316.75 �- � o � � MH TF=324.60 i iNu(N)=3is.ss l _�'�� ce rF=322.5o Q , iNv(sw)=3».so �` � �I �� C J 3 lNV S =315.65 � � �03 " COVER SEIZE� m lRF lNV(W)=316.45 I � CIRF G � -��` � �-� lNV(S)=318.30 � i i lNV(SW)=319.52 � Q� GSP JG � � ON-LINE �� lNV(W)=318.00 � - . Q STOP LINE i C ) - - - � (TOMMELL) (6 OF 6) .--,--••-------_-- (3 OF 6) .. - .- ---- . _ SCALE: `� 0 100.51' ' 'a - � -- . - � . . - - . . .. .. . . . - � ' - --'��-__1+ . , _ � CONCRETE SIDEWALK � N25 50 00 E '' �� ---- � (99.6' CIRF TO lRF) I I � (5 OF 6) (4 OF 6) � '�� -=�•� �� `� �'�'--�< (2 OF 6) � < � C RETE Sl� W - ' �, ' . ;J/ Ul� ONCR � _ � - C ETE SIDEWALK �� - 1 ' - 20' - - - --- -�- - --------- - - � 1�' PVG ��.4fJ \�. - I EH �SIGN SAN +' - - OL P 12' VCP SA N r 10" VCP SAN f -�-- � ---- �--- - -- �� - - -- _ - --- - - --- -�- � - - - - - - -- i i - - -+ , CONCRETE APRON OLP 10" VCP SAN � - - - - - - �' NM 205 W/ I � C� , �� TREE � NG `324 �Z OF Z� 30 MPH i ; �\ [j� � ____ ____ OHUL ' � NM 207 �� OHUL 206 � SIGN ,� \ RISER AND GUYS� � ---- ---------- ----------= NM 208 . � , ---- -- ---- -- � � Focc . � �� PRIOR TO COMMENC MENT 0 0 - - - --- - - - - - �- ��-�=�-1--F�f k-k-k k�� -�-�f�-��-� _ Focc N TF R ------------------------ Focc � -- E F I I 2 BENCHMARK: I PROTECT EXISTING SAN MH Q '' r-- -- - � ' �- J - - - - ' - - - - - - ANY CONSTRUCTION, � II� 322 DOCK SPIKE SET 18" HDPE STM 6x6 W JB CONSTRUCTION 4 FROM DAMAGE � ��______� �� IIQ �� 2�� s H�c%y) coNc COORDINATE WITH LOCAL II� � iN uP NM 2oa � � �I I v� �r-� 3 UTILITY COMPANY ABOUT THE � ELEVATlON=323.80 � J REMOVAL/DISCONNECTION OF � °YL a SAW CUT EXISTING PAVEMENT TO � � I I a ��' a ANY GAS SERVICE. P B� 2O� � O3� 9 � I� PROVIDE AREA FOR PROPOSED CATCH � � ME�IAN � �� II o � SO U TH BR OA D W Y BASIN. REFER TO UTILITY PLAN FOR i i I I o � PROTECT EXISTING SAN MH MEDIAN N � EXACT LOCATION OF CATCH BASIN. � � U.S. �L' N. Y.S. ROUT ,9 FROM DAMAGE SHEET TITLE: % � I_I SAW CUT EXISTING PAVEMENT SMOOTHLY ' � a DYL Q � � AND EVENLY 2' FROM EXISTING CURBING � I I? �� j j AND REMOVE CONCRETE CURBING. � � SAW CUT EXISTING PAVEMENT DYL ce TF=324.30 a � T PAUEMENT � SMOOTHLY AND EVENLY REPAIR lNV(N)=320.00 ° I i i REPAIR ANY DAMAGE TO THE EXISTING � ce TF=323.50 i ---- --- ----------------- -1 --�� -----_-_ lNV(N)=319.17 ANY DAMAGE TO THE EXISTING ce TF=324.00 iNv�s)=32o.0� REMOVALS PLAN a' PAVEMENT ALONG BROADWAY. PREPARE - ----------- ------ _ iNu(sE)=3�e.ss � Focc Focc A.L.QJ72' EXISTING WArERMAIN AREA FOR NEW PAVED ENTRANCE iNv(s)=3�s.2s - PAVEMENT ALONG BROADWAY - � DRIVEWAY AS PER SITE PLAN Focc � CONCRETE APRON Cf i CONCRETE APRON 24' HDPE STM � HY� Cf � � � {�P OL P � OL P OL P OL P OL P N � � O7 w ce TF=322.70 S H EET: o _ lNV(N)=314.40 TRENCH LOCATION FOR NEw waTER sERvicE: eENCHMARK: Approved by the Saratoga Springs Planning Board under authority of a resolution � lNV(E)=317.80 i � lNV(W)=315.03 SAW CUT EXISTING PAVEMENT REMOVE EXISTING NUT AT HEAD OF ARROW N PAVEMENT AND SUBBASE FOR NEW WATERMAIN ON FIRE HYDRANT SAW CUT EXISTING PAVEMENT ^ ELEVATlON=325.93 adopted ¢ SMOOTHLY AND EVENLY REPAIR LOCATION. PROTECT EXISTING GRANITE CURB 3 of 12 � ANY DAMAGE TO THE EXISTING 2 DURING CONSTRUCTION. REPAIR/REPLACE ANY � SILT FENCE AS PER PAVEMENT ALONG BROADWAY DAMAGE TO EXISTING CURBING AND PAVEMENT � 8 DETAIL OUTSIDE OF TRENCHED AREA. Cllalrp2rS011: Dat2 � i � \ SIGN LEGEND � % �� ,----=�,, �� SITE PLAN LEGEND: z � o MUTCD � � � � � �` � DETAIL � � � SYMBOL SIGN QUANTITY �� _ � ' V �°- DESIGNATION I � - � i I � _ _ � �' \ � NUMBER (/) � ,�� L � i � � I � �, �� I �ETai� KEv W J o� � I � �V A i � � SHEET 0 J � � � ' ' � �� ' LANDS N�F OF ', ��, NUMeER � � z • STOP "STOP"SiGN STOP R1-1 1 � � � \ �i � �� i � \ ','� � � GREENRIDGE CEMETERY ASSOCIATION, INC. AREA WHERE ExisTiNc SHEDS WERE, To BE � � a Y � �V � _ _ � � �� l � � BOOK 642 OF DEEDS AT PAGE 74 FILLED WITH SOIL AND SEEDED. REFER ALSO TO �, `� 2 � � � � / �� L _ _ J � i �� - - �� \ , THE GRADING PLAN. �, ,� ,� O � O � ACCESSIBLE PARKING SYMBOL Z � c � / - � i � . � � � � � i A � �� I W W a \ � � , � - "NO PARKING �� NO • �� B E R M � i i I A A \ � � � � � �' I i i � , ACCESSIBLE OR PARKING Z U . NP ANYTIME" P�I� R7-1D 2 �� e E R M � �' � - - � I � �. � � � � n � � STRIPING � � �� SICN �� —� � � � � � L _ _ _ J `� A ` / , �� GRAVESTONES (TYPICAL) � � i �� TIME -- �� / �-----� / '��. � ,� i � �� V � i �� ,�� / ,� % � � �� I •RP �� PARKING OR TRAFFIC SIGN � � o M RESERVED NY R7-8 �� /� c E nn E r E R v � e E R M / � �� I � 0 � g � WITH LABEL � � �,-. "RESERVED pppl(ING (NO MUTCD � � � � �,�� j U � � Z o°r° • RP PARKING" ll�SIGNA'fION 2 � �\ � � � � . i"� ' � � — W �� SIGN � WITHNEW cRauEsroNEs (rvPica�) � � �-' o 0 0 0 � / � �� ,� i� \ � i' �' _ ACCESSIBLE RAMP PATTERN �► SYMBOL) o 0 0 0 0 0 0 0 ��-� ---- "� . . � _� ------------"� ,_ c E M E l E R v . �, �� ' n n cRavEsroNEs (rrPica�) \ '�, ----------� ��., 10'x10' CONCRETE DUMPSTER CONTAINMENT AREA G �� DETECTABLE WARNING STRIP � � N RETAINING WALL. REFER TO 4r_��,�i F �k�,�F FOR ROLL OFFS. AREA TO BE ENCLOSED BY A "STORMWATER � � � � � � � _ GRADING PLAN FOR HEIGHT ��_ \ --- � O � * MANAGEMENT � � � � ' � � o o �-� VINYL FENCE PER OWNER (TYP. BOTH SIDES� � O STRM N/A 5 ---------_ _-- � NUMBER OF PARKING SPACES � � N PRACTICE" B�BF ----- -- ------ ��M� �2 DESIGNATION ., S1GN eouNoaRv coRNER M � o (0.3" EAST � �� GRAVESTONES (TYP/CAL) GRAVESTONES (TYPICAL) _ � • � oF uNE) S25 50 00 W � � - - - � � � - - � � Fa��s iN �z" rREE � 4' n�ti cN iN uNK �E�ic� � � � � � - � � o uo � � � �� wcy ��a r,� ��r � -Er:cE 400.00 �� _ _ �� , — � — ��v �� k k �� BIKE RACK AND SITTING � I` EV CHARGING � � W �, � e _e � BENCH � r � 4.3' � I� r � . ;�TNRE . �� ' )^( FIRE HYDRANT AS PER � � � • EV STATION � D9-llB 2 W � � � `' � V-1, V-1, 3.s NicH nnasoNRY wa�� \J UTILITY PLAN � SYMBOL SIGN 0 , � - - - � N 15' HEIGHT ____,_� - 15' HEIGHT c W-�' O - � , S4uARE oR ROUND CATCH � � 36t —. __— 9' HEIGHT � � 0; q, � S. I � - - O BASINS AS PER UTILITY PLAN � � KEEP RIGHT O . KR , NY R4-7 2 ` � � — — — � � S I G N I o a a ° o a a 8 p— O O SANITARY MANHOLE AS PER ` � W-1 ° , � � UTILITY PLAN r — � o � � O a 10t I * 1 � REFER TO STORMWATER SIGN DETAILS 9' HEIGHT � � a � PAVEMENT LIMITS 1� .�t�l. � I o �� Q I .�. � o z I °° � U) — 6 _ — — � CONCRETE CURB SNOW STORAGE: I �° v z � - o � � r a W �� 9 ; C � SNOW WILL BE REMOVED AND DISPOSED OF � 9' HEIGHT � i� W _ p � C OFF-SITE DURING WINTER STORMS � a - �IIII° — W1 � o z C � � — 4 � _ ��.��;��.��.��.�� , ' HE HT 9 IG � G . .�R=5 ....�.�..�.�.�..�.�.�..�.�.��.�.�.��.�.�.��.�.�.��.�.�.��.��.��.��.��.��.�.��.�.��.�.��.�.��.�.��.� � — � GRANITE CURB � I ...'�... .... . .... .... .... ...........................................�....�.... .... .�.. .�.. . .. . � �� FULL DEPTH ASPHALT AS �.� � ��.N� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� ��.� g O � � PER DETAIL � � 11.7t• ° .,. � 9 (1'YP.).��.��.��..��.�� .�� .�.��.�� .�� .�. o U �, ��, ��, �� 1 „ , , � � � � , � , , AREA OF ROADWAY ASPHALT � � � � � � � � � � � �.'�.' �'.' �'.'.' �'.' �'.' �'.'��'.��'.' ��.' �'.' �'.' �'. � � ° "�� `�� "�� PAVEMENT J � �� `�� `�� 9 � � Z .�. o Q — rn — w I 0 0 � �1� .' ��. ��`ao.��.� ��.��.��.� ��.��.�� .��.� �.��.�.��.�.��.�. �. .��.�.��.�.��.�.�.��.�.��:�.��:�.�.��.�.�� a . .�.�� . � . . . �.�.� ��.� ��.� � .� � .� � .� . I 2 � � LANDS N F OF W e � AREA OF DRIVEWAY ASPHALT � I �.�..�.-�.��.��.��.��.��.��.��.�.�.� ��. i I � � � fi - : PAVEMENT 0 W1 . � _ Z CHARL ��.� D ES A. L D WEL L D 9 o Y I � � �� , .�.��.�.��.�.��. .��. .�. � O i o 0 INSTRUMENT No. 2015016619 9 HEIGHT O � �^ TERMINATE CONCRETE SIDEWALK iA W a o N � � �� n o 7 AT EDGE OF THE PROPERTY. � ��.�� ACCESSIBLE SPACE, ° � a � ° � ° a ° ° a a� ° ° � ��. � �$,� �.�� .�.��.��.��.Qg; �.��.��.�. �� ACCESS GATE TO BE � a � ��. AISLE AND SIGNAGE AS � a �. ��44'�.�.� �.�.� � �. � �.�.� �.�.� a VV_1, 7 �� AREA OF CONCRETE � � � � C� } 9 LOCKED/UNLOCKED AT THE a ° e o I — ��. PER DETAILS = a° � � � DISCRETION OF THE OWNER. V) ° ° � — � ° a o 9' HEIGHT g � W z Z � a J� W-1, �� . � � ... � LL� - - 3 ,, BLDG � •NP 9' HEIGHT o ��..�Q��.��.��..��.��.��..��.��.��.��.��.��.��.��.��.��.��.��.��.��.�� a BLDG Z f # _ _ � �y � � 7' HIGH WOOD STOCKADE FENCE � � _ � i ��.' 3 ` � » ' 5 — PROTECT EXISTING MANHOLE - o � �� ;�� AREA OF CONCRETE VEHICLE U �. � — — R-75. � . LL � �� : � Q ., N25'S0 00 E _ U) � — GAZEBO AND WELL DURING �.� R 5. � . _ � :`: TRAFFIC LOADING 23 UNITS — a , > � 23 UNITS J — 9 R-75 ��.�.�.� �.��.��.�.� �.��. � } 25.00 O: � CONSTRUCTION. MH iN . a > � RP Q a J _ �oN� �.��. o � � r 3 � � , o -y, a a BLDG 5 ��26�� ,— � \ Q � z o � o o � — o � N �3 .��' '�(��. .�.R=�r Q SINGLE POLE � UJ O L � �'�' . .O�' . . 5 r , . I . �B i - ACCESSIBLE SPACE, = CO M M U N ITY . � � W O aNa z � ti a Q � a = i � � ; AISLE AND SIGNAGE AS ��fl � I � �.�� :� ��:� �� 9 — U ;" . m a ° ° 'N� ��... � �.�18 �. 26 �� —��.��. .��18 ��.�. . a � �. PER DETAILS . . . . Q ? o I o CENTER �� . . .� . � ��. a . . C� N ' � a a a s,— Q � � � _ � � a � � o LAMP POST . . . . . SITE LIGHTING W ,� . i �� w-�, o a 9 8 i � (!) (� � � 3 � a �.�v-�, � _ ° 9 9 O � � � � � O 9' HEIGHT � o �« � � i „ ' a, � ��.15� HEIGHT��.�.��.�. CONFIGURE NEW CONCRETE CURB wE�� .�.�.�.�.�.��.�.�.�.�.�.��.�.��.�.��. � O O � i �� ° ° a AROUND EXISTING WELL AND � � ° � o �RP � .�R=50 � � R=75' wi- � � . : . � . R 75 � . COVER � Q 0 4 ............ �.��.�.��.�.��:�.��. a . . . . . . .. .�.�. .�� ,r?., o a W—� ..' ....'.. , . . .'.� .'.� . � --------- WALL PACK � � , ��(. � � � � — . a � � II � a �� , I a O II aa u� 5� 9 HEIGHT �"�"�� a aI I I I� � � � Q �sPH��r � s ;, •NP — V-1, �� R=75� � . � ACCESSIBLE SPACE, � � � � � (f� PAVEMEN7 I � � I ' 0 4 � •�� a 15' HEIGHT . ��R=5��.�.�.��.��.��.�.�. — W-1, AISLE AND SIGNAGE AS � EV PARKING SPACE WITH . � .��1�-18 (1'YPJ�� , I �., �o� . � � � - . . — � . PER DETAILS . . 9 HEIGHT arr CHARGER AS PER DETAIL a � _ — . DRAWN 8Y 1 . DBR 0 . � � Y�" I . � , . ��.Z �� . � .Ev — .�.o ��..;..�. D ' /� ��/p . — .W�, PROVIDE SITTING BENCHES . . � O �1 Ir. I �� CHECK BY DBR I I — '� �.' . a . x . I� � AND BIKE RACKS TYP. 1 I ❑ . . .��.�. . . . • • �� ) NP RP 'W . . � 10 i N � . o '.�' �w. o '.�'��.�',��.�'.'��.�'.'�� '��'�'� ��'� � '�� '�' a � EDP PROJECT NUMBER 174264 � I � � W.• � �.�.�� . . � � 15 MIN. � �. �. / � a . ��: . . a �R 5 . . . LIPF a w �� , TNE ALTERATION OF TNESE OOCUMENTS lN ANY WAY. / I II L — — � o — UNLESS QONE UN�ER THE �IRECT SUPERVIS/ON OF A ON LINE a / Z6 � � � a o COMPARABLE PROFE55/ONAL, (l.E.) ENGINEER FOR AN II ❑ . . . a I � ENG/NEER, LANOSCAPE ARCHITECT FOR A LANOSCAPE � � o , o 0 4a � O � � � � � , a a o I ARCHITECT OR SURVEYOR FOR A SURVEYOR, /S A VIOLATION � I a , I o a o a a a a � � a 0 o a YORK SiATE E�UCAT/ON LAW AN� OR o a I OF 7HE NEW / — o a a a a ��.'��.'�'��.'�'�.'.'�� .'�'�.'�' .'.' � .' o �{ I o a J a a a ° o . . � I I I lol I da lal a ° o a a o ��I I I REGULAT/ONS ANO/S A CLASS "A" MISOEMEANOR. . O I �— � � a o a a II� . . . . . . � . . . . . . . � . . . . ti . . . . . LANDS N F OF . . . . . . o . . . . . a . . . . . . 0 � . . . . . . � . . . . . . . . . . . . . . o . a i REVISION DATE BY coNc N a � 2 o a o �� II a I PAD > ° °° ° � a o o REVISEO PLANS AS PER CDE AND CITY MONRO -, a MUFFLER BR AKE l a � N C. , � � I� 07 06 2022 DBR I� a o a / / W I � • � COMMENiS � EV � BOOK 1640 OF DEEDS AT PA GE 396 w U w o i I — z ��o�� o — REVISED PLANS AS PER CDE 08 09 2022 �BR � — � � ❑ .�. O ��' o W Z � — 2 ^ ' � ��. ��. . .'�.7 ��. � I I � � I — — .O ' W — 1 � w S �V\ .� ��- � J a � . I W 00 O W 0 � �Z ' R�SER�lED� � . 12' HE HT e U � 2 II .i�i�� IG � � V.TAT N � .S 1 O .��.��.��.�''�.'. I ❑ � O '�� '��. W Q W O I s � . ��R 5. � � z ��: �. w i — z - -1 ��R-5. Q ��S o I .�..,:. � _ w .��.��.R 5 .��.��..��.��.��.��..��.��..��.��.,��.��.��..�.��..�.��..�.��..��. �..�.� ..�..��.��..�..��..�..��.�..��.��....��....��.�..��.��....��...��.�..�.��....��....��.� .��. . � w .�.�.�..�.�...�. ��.12' H E HT��.��.��.�.��.��.��.�.��.��.��.�.� �� O ��.�� .��.�� .��.��.��.��.��.��.��.��.��.� � . � . I G w �.� EV PARKING .� ��.� D ��.��.��.��.��.��.�� L A ND S N ❑ _ . w F OF 2s.oo' � . R 5 . . � � . . � lRF I .. � �� RELOCATE UTILITY POLES AND �. SPACE WITH �� 4 ��. � O . Q THE ADIRONDAC K , I � OVERHEAD LINES PER UTILITY ��. CHARGER AS �� . � .. . U 1 ��.'m�.��.��.�.��.��.�� . . � 5 � 0 � o , I ��. �� COMPANY SEE REMOVALS PLAN �� CROSSWALK AS PER ��. �� PER DETAIL .� rRus r co MPAN Y � ( ) . �.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.��.�� .�.�� .�.��.�.��.�.��.��.��.� � ��.��.��.��.��.��.��.�� .�� .��. . � . . � . . .. . . . . .. . .. . . . . . . � �..a..�.�.��.�.�..�.�..�.�.��.�.� � � I . .�:��.. .� . .��. .��. . .� . .��. .��. . .� . .� . .��. . .� . .��. .��. . .� . .� . .� . . � . � � � BOOK 1160 OF � �.�.� �. .� . .� . .� � . . . . � . DETAIL TYP. ��.�.f{.�.��.�.��.��.�� .�. .�. EEDS � .' � . , � � ��.' (U . 1 0 � �� o AT PAGE 212 . .�.......... � . .� ��.��.��.��.�.��.�.�� .� ��.�.��.� �.�.��.��.�.��.�.� .�.�.� .�.��.�.��.�.�.��.�.��.�.��.�. � o : - i - .� FULL DEPTH ASPHALT AS ��.�� .� .� �R 15 � ch �� R 15 � �.�� M�� . o �� FULL DEPTH ASPHALT AS � � . � ..... 2. �.....................................�....�....�....�....�.�...�.�...�.�...�.�.�.� �.�. . I I ❑ g �.� PER DETAIL 0 . , ; , . . . I I �� .��. �� : . .� PER DETAIL �� i �.��R=5�. � � R 5 .� .'��'.'��'.'.��'.'. � cu �I .�.�.:*� � cu 0 .'.;.',� .'.' I I �� PROVIDE CONCRETE ,' .Ql . N �I '7.9t. a � � ❑ a ' .�^, .',. .',. .�. � i I a �� CURB ISLAND WITH I � m �I i I � 2 STONE PLACED IN �. o ol I . INTERIOR AS PER o � PROVIDE 5' WIDE CONCRETE SIDEWALK CONNECTION m �I � ❑ ° � � a � �. DETAIL � � � x FROM EXISTING SIDEWALK TO EDGE OF DRIVE AISLE. � 4� — — � W (TYP. BOTH SIDES) � _ . 4 a W 1 W-1 — — W-1 W-1 I � . . 3 PROVIDE 300t LF OF WHITE � . , � .�,. �� . � ° KR� . N ❑ . 9 HEIGHT . . 9 HEIGHT - `� VINYL FENCE. FENCE TO MATCH 9 HEIGHT 9 HEIGHT CONNECT NEW WHITE VINYL FENCE TO EXISTING D. BRIEN RAGONE Pa rn o . . � � m STYLE AND COLOR ALONG a ° a i a . . . . .� . .�. a ' a . .�. ..�.��. .�. �.�.��.� ��. . �. ADIRONDACK BANK PROPERTY I W � � � .,,,,,�.;,,,,,,,,�., �° . . . .��.�.�.��.� �.�.��. � � � � � a.a. �,,,,, I .A. #OOZ�3'rJ �u L I FlSPHa�T LINE � w7� I , �:; � .�.�.� .�.� a ° I � P ,�'�ui��uuuunoin�n��o" .,,,,,,�.o ...ririarvrv�a,� � ,.;�:,; . j,. ° .' � .' � .'.' � .�' ' ...... . ....... .. PA�EMENr o < �� BLDG 3 , a ,, ,,,,,�,, A �„�-,,,,,,,,,,,,,,,,,,,�,,,,,�, . BLDG 4 �,,,,,,,,,, �,,,, � � � 1,� # � 1 „ �u�„ �� ,� . .� . .� . . # 1 0 � a � o . .. . .� . .�.�.�.�. �.� � � . :� .��..��..:��. ..:�...�. .. . ., __ , . . . . . . . . . . . . . 0 0 0 ._ a . . . . . . . . .�.��.�� o � ,_ �� 1 . . _ aa t � � � � t ��S �, � � o � �� ' �� 6 — U N ITS � � � �� 6 — U N ITS � i � � ° �--a------------------- � � � �.12' � I f co W-2 „ o a � � „�,� BEGIN CONCRETE CURB. o i , , � ❑ o �� , o w a 6 �� FF ��.��HEIGHT �.� �A W a fi ,.� ' a . . ... � h,� G � � ..-�:; . REFER ALSO TO DETAIL W-2 a r = 8' HEIGHT .a . . DW F 324.30 � � o . �' -------- �5 . 5� TYP BOTH SIDES . � '� — �� vzi � ( � ) 9 8' HEIGHT iNu�Nw)=3��3± i � I � BOTTOM=396.40 /� � / a � N � � I Q \ � PROVIDE 20t LF OF GRANITE CURB. MATCH NEW � / 0 I i asPHa�r GRANITE CURB TO EXISTING. BLEND NEW WORK 4 a � o a � o I / R r PA�/EMENT I �d ° SMOOTHLY AND EVENLY INTO EXISTING GRANITE � � i , � � I a � I CURB. TERMINATE NEW GRANITE CURB FLUSH 9 � PROVIDE 40t LF OF WHITE VINYL � I� . a � I� � i �� a o ��•KR�.� � �.� WITH SIDEWALK. (TYP. BOTH SIDES) � i Z FENCE. MATCH EXISTING � - � i r EE a e � o�� ' sicN � v oa a � � , � ° � m iRF i CIRF �s a —� �. �- P � C�� (oN-uNE) (roMnnE��> � � . -� — , � Q sroP uNE � - � — — _ SCALE: � 100.51' ' " o a a ° ° p ' a ° CONCRETE SIDEWALK � �� N25 50 DO E ,,�aRErE sioEw �Ka o 3a75.ODa � �� — � � (99.6' CIRF TO lRF) a o I I I��I a I d I�I� _ _ CONCRETE SIDEWALK � � o a a °° � °o�-; -� �„-,;;;�;� - __,_ _-;;_"; '�;__;,_;__;=_ a a o ,, ; �;;;,; ,,,,,;,,'-';`-; ��_-;�='-°: a o a a ,, , ,,,,,,;,,,,;, TURN o �, ' �� ,i.i ��.i � .o� O � a L S ,t x � � � L � ., , � 44.�t EH d SIGN +' o�P coNCRErE �PRON � � 38•1t � �;%% � ,, , '% 2' CURB S 1 2 HE H NM zos � �� °i 1 IG T w � T � ---- p o�P � TREE p p ,; ,' ;, � 3o MPH - , / � ; ^ ) �_ Q (4 OF 4) NM zO7 (3 OF 4) � ;,%p� ��R�25�%%,TRANSITION ' srcN o�QO RrsE,e allo cuvs o --- � ---- ;,,;;�y;,, „ ,,�A��.� � „ ';�,'"�� O6 (2 OF 4) o�P� � (TYP. OF 4) � o�P 3 ----- --- "�;'% / ,,, � ,,,, , � ,,,,;,,��, _ NM 208 -----� .;' ,�— ---- ---- ---- - �o�� sTOP ,;� �;r R=25'„ �o�� NOT FOR � Fo�� F�� o _ � � � �, .� _.� _._ �,_, � _,— ,� � _,_� .� ��,�,—,� � _,� �,_ ,_ � � � ':��;; �% � � � I � BENCHMARK: �55.5t',� ��„�,,..�,,, ;�� „ �i8"�NOPE� „";,,��; � 4 DOCK SPIKE SET L';��'�<'.'�e �� 6$,Zt 6x6 W ONC CONSTRUCTION iN uP NM 2oe PROVIDE 39.1 t OF CONCRETE �16' 4� 16� PROVIDE ROADWAY ASPHALT (s HicH) SIDEWALK WHERE EXISTING � PROVIDE 44.1 t OF CONCRETE SIDEWALK � ELEVATlON=323.80 3 �16.�t• �.� �4.5t. BETWEEN BROADWAY AND o °YL DRIVEWAY WAS REMOVED AS WHERE EXISTING DRIVEWAY WAS 3 SIDEWALK AS PER DETAIL g REMOVED AS PER DETAIL. REFER ALSO � �` �I l� �� Q� REMOVALSIL��R�FER ALSO TO g ;% - _ g PB� 2O� 9 O3� 9 � M�� / �/ o l� O D W� Y � � U.S. c4C N. Y.S. ROU TE ,9 MEoiAN TO REMOVALS PLAN. � �,'� SHEET TITLE. � D YL � — 3 REPLACE FULL DEPTH PAVEMENT AREA THAT %� � CB TF=324.30 � (� WAS TRENCHED FOR NEW WATERMAIN. �,� PROVIDE 68.2t' OF GRANITE CURB AS PER DETAIL. iNv(N)=3zo.00 asPHA�T PavEMENT ce rF=3z3.5o MATCH NEW GRANITE CURB TO EXISTING. PROVIDE iNv�s)=3zo.o� ITE PLAN a' ------ -------- ------�-----------------� — lNi/(N)=319.77 Focc a.�.c�';'� xisnNc warERMaiN � ------ ---- iNu(s)=3�9.zs 140t SF OF FULL DEPTH ASPHALT AS PER DETAIL. �v, Focc Focc � BLEND NEW WORK SMOOTHLY AND EVENLY INTO O1 coNCRElE aPRON � � EXISTING. REPAIR ANY DAMAGE TO EXISTING CURBING L CONCRETE APRON 24" HDPE STM � HYD � d � �P \ � o�P � � OR THE PAVEMENT ALONG BROADWAY. o�P v, o�P �� o�P o�P LIGHTING SCHEDULE:PARKWG POLE UGHTWG FIXTURES TO BE DARK SKY COMPLIANT, ' I� w Ce rF_322 �o SHEET: o PROVIDE 55.5t' OF GRANITE CURB AS PER �Erai�. � - eENCHMARK: Approved by the Saratoga Springs Planning Board under authority of a resolution i LIGHTING MOUNTING MATCH NEW GRANITE CURB TO EXISTING. PROVIDE 110t G 4 � BOULEVARD ENTRANCE: SYMBOL DESCRIPTION LABEL HEIGHT QUANTIN SF WIDE OF FULL DEPTH ASPHALT AS PER DETAIL. 9 g g NUT AT HEAD OF ARROW N BLEND NEW WORK SMOOTHLY AND EVENLY INTO ON FIRE HYDRANT WORK AROUND EXISTING CATCH BASIN AND PROTECT PROVIDE A CONCRETE SIDEWALK CROSSING AS PER ELEVATlON=325.93 Q o-� SINGLE 60 LED, 700 mA, WHITE LIGHT V-1 15 FT 4 EXISTING. REPAIR ANY DAMAGE TO EXISTING CURBING DETAIL, GRANITE CURBING, BENCHES AND LANDSCAPING FROM ANY DAMAGE. REPLACE OR REPAIR ANY adopted 4 of 12 DAMAGE TO EXISTING CATCH BASIN. o QO PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4212T4/BK S-1 12 FT � OR THE PAVEMENT ALONG BROADWAY. 6 ON EITHER SIDE OF ENTRANCE. CENTER MEDIAN TO � CONTAIN CONCRETE CURBING AND CRUSHED #2 Chairperson: Date Q p (W-1) TRV-24L-55-4K7-4-U, (W-2) TRV-24L-27-3K7-2 W-1, W-2 8-9 FT 21 � Q STONE. cn i � GRADING PLAN LEGEND: � ,,,---�;� �, z o 0 DETAIL �� - �` ,� � �Q .� NUMBER I � � � I � - - � / � � � �a � I DETAIL KEY �, I i i I � i i ' i �� d � SHEET I i i � �\ �� NUMeER � ' � � � � �� '� � LANDS N�F OF ', ��, J � � �' � � j ', ' ' ;� % ','� '� �� GREENRIDGE CEMETERY ASSOCIA TION, INC. '� �, Q � Y PAVEMENT LIMITS � �V � _ _ � l �V ' ' l � _ _ _ � �� `� �, BOOK 642 OF DEEDS AT PAGE 74 � � � � � � � �� / �� L _ J ,/ � � - - , � , , \ , ; �, ` Z -��-��-��-�� PAVED OR GRASSED SWALE � �� , � � i i � �� , �� ; I �� W " /� �� B E R M � � � i i � � � � � ,� � � 1 � w 68 CONTOUR LINE �- � e E R M � �� ' � ' � _ _ � ' �\ A � � i� � Z Z V i� � � � � L J � � � GRAUESTONES (TYPICAL) n � � � �N � Q ;❑; [�,'� STORM STRUCTURES �� / ��-----�� I - - - � �� ,�� / n _ Q �co �\ � u / � � � �n � �� ,� �`� ; �� ,`. ,� �' ; � � �� ,� , � a M � / C E M E 7 E R Y � V`� � � I 0 � ��., �� `� B E R M � �V �� /' /' � � � � /� � � o aO o � / � � \ i u / � W O�i� � o INFILTRATION TRENCH cRavEsroNEs (rrPic,a�) � o 0 0 0 � / � �� , ,� � i� \ i' �' � o 00 0000 � ,-'� � ' . �, _'�_ ,,� c E M E T E R v -�-------�� , i' '� �- --------- _�� ' �, X 335.78 SPOT ELEVATION o o GRAUESrONES (TYPICAL) ---------- ` \ �_�'� �/ �----� �� ---- -- '� '� I.L � N '\ _ �' i O � � o`.� � ,C ] �,\ RUBBLE DRNE '---- ---- �,� � O C � C � �� C � �- O SANITARY MANHOLE �335- o o ---__------------- ----------------------------------------- _ , � N e�eF �� O � M �.F.. � 0 0 (0.3' EAST GRAUESTONES (TYPICAL) GRAVESTONES (TYPICAL) BOUN�ARY CORNER MRF ' V OF UNE C � C � 0 C � C � �' FALLS lN 72" TREE � FIRE HYDRANT � 4� HIGH CHAIN LINK �ENCE � � C � � � C � C � o � oo � � C �� ^�� 4' HIGH CHAIn� LINK FENCE 5� HIGH METAL RAIL FENCE � �� -- >� �- - -= - Y -_ -- - - � ~ J PARKING, TRAFFIC OR 3 -- `� � �� 3 � � � �3� � W O O D S 33 332 1 4.3' � $ STORMWATER MANAGEMENT SIGN BW=325.30 � BW=325.30 � 334 � 33 �330 /RF A . . WITH LABEL 330 �=329.8f W O O D �TW=329.St -335 332 M 334 (THREADED� � a � ...... ... �� .. . - � ...... .-- . ... � 9 3.5' HIGH MASONRY WALL O 3 9 - BW=325.0 BW=325.0 �� _ �_ f � 32 ` � TW=328.2f TW=329.Ot -330 ` � �~ - -� __ 329 - -�.._ 3Zg � � Q 329 ___--- 3v 3� 325 325.15 HP - 328 ---__.-- _ ` c 326 32� /� SHE� � � 325-... ��-X -...-...-...-...-...-... ...- ..-... 32d SpX.� 327 ...... ..... . ..._ ._ - 326 oa - - - - --- � �_ 328 325 325.35 J gyy _ 325 � Q r X tO I 4� 325.17 u' ° ° 324.70, 325A 2s � 3 � � `�M r� � TW=327.Ot 4 a a� 324.75 ,/ 325 � � � � �� _ , " ?s m N � "� � ,ri o 324.50 � ��.BC=324.35 �.�.��.�.��.�.�� . ��.� �. .�.h �.�.��.�.��.�.��.�.��.�.��.�.�.��.��.��.��.�.��.�.��. .� �. � � 325.5Q � � II N M � .�TC=325.0 � ��.?S'. ��. �. � �.�� .�� .�� . � . . . ° .. . "N'�4 � ASPHALT PAUEMENT ��8C=324.70 �� v FF � 2 I M � � a� a �M.� . � . . .� . � s o N n v a �' �� TC=325.20��.�.��. N � ti � M •N, '° � BC=325.10��. .�� .�� .�.��.�.��.�.��.�.�.��.�.��.�.��.�.��.��.��.��.��.��.��.��.��.��.� 325.25FG �� Q I N"� ° �.�8C=324.22 � �� TC=325.60 ��.��.�� I � 3 � � I M � a aa a Z w � � o "? .� TC=324.55...�.....�....�....�.�..�.�...�.�...�.�.�.�.�.��.�.� . . r/� 323 � V J w w 2 N � YARD DRAIN #1 � N = � � N I z � o � M '� TF=324.30 M � � � . o � N M � I a o x o .,o $�� INVOUT=321.50 �.� BC C= ��.��..�.�..�.�...�.�...�.�.�.�.�.��.�.��.�.��.�.��.�.��.�.��.��.��.��.��.��.��.� ��.� ��.� � .�� .�� .� � . � �n �n � �� " � W � � Q � � � a �324.20 ��8C/TC=� M �r I � � � afI - N� m �� 324.50 n�. 2 o I o ,� � STM MH#4 5 � o * - v� c� � �--� � - - � ^ 3 - '8C C-' r � TF 323.75 rn G ac a - � - T - I �I , .��T� . . . 324.45 � v N �// � _ .� I �Q a N � M ��BC-324.21 �.. x 4.15 ' w N .'� . . \ . . . M - O � �.�n �.�. TC-324.55�. . W U 1 .��.��.��.�.��.��.��.�.�� . Q # � L 324.80 - �� STM MH 1 � a I 1 325.00 �� TF-323.80 � � # . F U FGG '.' .�.'.. .. . . �. .� . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� 3 � � BC=324.35��.�.��.�.�� .�. �.�. ?� . . �� TF=323.74 � ° � ' HicA�24'20 a � � TC-324.70��.��.�.�„�ti.�.�.�� WQU#4 � J .-. AINLIN - K - � .��.' ��.' �.'' �.'��.'��.'. ��.'��.'�� . NCE TF 323.70 � � � . �.. � � ?�. I ue � (� .R a - 5 W .� y .��.��.�� X f� o o L W N I _ _ _ � ..M �/ ��.�BC-324.0 �.��.�BC-324.60,��.��.�.��.��.��.�.��.��.��BC-324.05 ��..�.��.�.��.�.�� .�. L A ND S N F OF - --- ��. .��.��.��.��.��.�.��. �. . ..��.��.�.r�.�.. .�.�.��..�-:-.��-��.�� e � � sic,v� � � 25 Q I � r- � ��.�..�.I��..�.��..�.��..�..�.��..�. ��. TC=324.50.�.��.�. TC=325.10�.�.� �.�.��.�.��.�.��.�.��.�.��.��.�.�� TC=324.55 �.�� .��.�.��.�.� �.�. LL CHARLES A. L D WELL � . D ��. ��. ��.� D ��.�.��.��.��.��.��. y sMa � - � Z O � Y � I �.�.l.��.�.�.��.�.�.�.�. . �,� # Q O I � 0 INSTRUMENT No. 2075076619 ASPHALT �.'.� I'.' � .' �.'.� .'.' .'.' .'. ° ° UNDERGROUND _ � .��i�.��.��.��.��.��.��.��.��.��.��.�� _� �� a o W PAUEMENr * .e 324.05 �.�� a o a INFILTRATORS � � � 4 4 . �.�.�T =324.55,�.�'.�. °° 324.60°0 ° a o a ° o a 3 a o ° v o �. . � 32 . 0 � .��. �8C C=�..��..�.��.��..�.��. .� �.�.�.��.�.��.�.��.�.�.� .�� h a ? �.��BC=324.35.�� SMA#5 - 6 FT �B Q � � X v �T �_�..�.�.. . ' q, � ° S DIA. DRYWELL � r � U) /� � � �� . .� . �� . ��.� ��.� ��. �� 324.70 � ° 325.30 324.70 � � TC=324.85� � ° � � V � �M ° a ° I _ '.324.24 4.10 = FG °FF FG TF=324.10 Z o ° a 324.30 a - �8C/TC=� �1 �� - ,,,� a ��.�� a I "� �^ z � a � 324.34 �.�� N � .� � . � . - - ��1�. ��1�� __ �� N ��BC=324.38 �� .�.� LL �EX. EX. _, BLDG �1 � ��.�.�. ��.�� J M o � TC=324.88 ' ��.�'.� BLDG 2 I A' W " � w _ � � � z 7' HIGH WOOD STOCKADE FENCE � 324.6 t 324.7 f � sr - ' � f 1� U ) ),, ,' N = �.F.�� .�I��.�.�� - �.�I.��.� ��.�ec=324.s2��.�� .� Q (n � � � 23 - U N ITS M = ��.�a�.��.��.��.��.��.��.��.��.��..��.��.��.��. � ��.��.��.��.��.��.��. a� � a �� - , ^° ��..I�.��.��.�.��.�.TC=325.02 �. 23 _ U N ITS I _ ; F F = 3 2 5.30 �...�.��...�.�...�..�.....�.�...�.�..�.�. ec�rc=� �.�� MH /N . 8C=324.�7��.'.��.. .I o a LA � � � � �.� � �� 324.�0 � �� . Tc=324.s� �. FF - 325.50 � J Q , �� . . . � � o � � , �� a ��8�=324.20� B LD G �5 � s� ,�� . � � �� ► � z I � 3 �' I o � �f�� T =324.70 . � rn �BC=324.70 f�� coNc Q S � � . TC=325.20� Q WALK �+J O � � � 5 � �� . . . . ��.� � 0 �� . I � � i i I 7 ' a � a ��,8C=324.63 �.�.�.�.�.I��.� �.� � � � � � �.� � �I COM M U N ITY - ��.� eC=324.35�.�.��.�.I . a ce � � W � a � 1 > � � TC=325.13��.� .�.� ��.��.�.��.�.��.�.�. � �.�TC=324.85 � � ca � � I � a� � `M7 o a � .��. SMA#4 - � 4. a cazEeo BC=324.32 �.I��.� I � a � m � U I i I � ^P a N4 a �.4� UNDERGROUND CENTER aN eRicK . TC=324.82��.� � I M,� a INFILTRATORS ��.�� a � � � �� = Q Q I I � I n3 ,v ° � �� .I�. FF = 325.30 � o a .BTC=325.32 � �FF5.50 I a CONC ' W � � rn �l ��" � � � � O i I :� � ��.1�� .��.�. a �� .�� .�� a .M - I SMA#F) - ?A �.I'. ° DRILL 'BC=3Z4.�A. .I'. I � --- ' . a WEL . LA � a . ��' � . . _ TC=324.69� INFILTRATION TRENCH a � I �� 3"� ° .�. .��.�.��.�.��.�. .��.�.�� _ .�_ �. � 325.25 � 0 � . 1� . .� . . . . . . � . .� . .� . . a 8C 324.15 � � I � � ° ��4 � �� BC C- ��.�.�.�.��.:��....�..... .....�.....��...�..�.. .......�.......... 4 a � . . . 8C4 s l� � -------- ----- ---- � TC 324 65 ' � �� I I � Q �C7, o �T - . �� .� . . .� . .� . . M o ��.�BC/TC= �.�. 32 . 5 � � 324.75 I � I � � � � � i � � - � �.�324.19 . � ..�� ° 324 J5 325.10 325.00 a 324.12 .. .� .�� .��.1��° � � � � Q � � � - � °�� oo�°°°` ��.��I . a C � I � � �� ec/rc= �.� �� 2.�.I��.��.��.��.��.��.��.��.��.��.�.�� .��. .��.�.��.�. Fc Fc Fc � ec/rc= � � I � � G � � N U (!) ASPHALT ti ' � .' � ' ' - PA UEMEN T I � � I � o �� ' �� ' � � � /� � � ' ��.324.09 �� .'.�.��'.'I�'.'.�.�.'.�.��'.�.��'.'.��'.'.� . �� 'f � ' � ' ' �� r � � � � ��_ . 324.60 .� _ N FG5.00 I v I � � ,. a f� � . . � . � . � � BC=324.25 �.�� .�. 24.15 � - '^ I I � � I �� FP I _� ' . � .�.��..�.�..�.�.. .�.� .�.� .�.�..� �.. .�.. . .. . . � �TC=324.75�� .� .�.� BC=324.45��.� I DRAWN 8Y DBR ^'� � `ZYP) I _ .'. '.'..'.'. . . . . , . . . , . . . Q I ��' ��'.��'.�.��.�.��'.�.��'.�.� TC=324.8 � II I I - ' � ' �� ' � I'. .��.' ��.'.' � .' - --.�. � I�� I CHECK BY DBR � o , � � � - �� BC-323.90 �� .��.��.��.��.��.��.�� MH#2 3� M4 I-� � I I h i I o � � TC=324.40 �...�.�....�.. .�.. .�.� .�.� .�.�.��.��.,��.�.��.�� e I � . . �. .�.. .� . .� . .� . . .� .� � .N� . .�.� .�.� Qa � TF=325.00 � /� xM I I EDP PROJECT NUMBER 1 74264 o �� BC=324.20�. � � TNE ALTERATION OF TNESE OOCUMENTS lN ANY WAY. � (o�v-LINE) � J i °'n _ J � �� -- �.� \��.�.�� /.�.� �.��.��.��.��.� �.�� 3? 325.10 � 325.50 d? � �- c� ,,,{ 323.65 111� �� .' ' � ' TC=3Z4.7O {� FG FF a o S � p UNLESS QONE UN�ER THE �IRECT SUPERVIS/ON OF A I W I I ❑ N o FG N ^�' � .�' '�T' ' .�' � .' a N� I I � COMPARABLE PROFE55/ONAL. CI.E.) ENGINEER FOR AN ENG/NEER, LANOSCAPE ARCHITECT FOR A LANOSCAPE S � � o X a a o I ARCHITECT OR SURVEYOR FOR A SURVEYOR, /S A VIOLATION d � � i I M p} 324.01� 324.21 � o M4 a a ° a a � BC=323.5 � �. BC=323.54��.��. 0 0 0 0 � 324.85 � I ° � a � 'n � � / /�� 325.36 ° � N OF 7HE NEW YORK SiATE E�UCAT/ON LAW AN� OR � � � � ° I I°I I I a o a ° ° a o ° .TC=324.0 �.TC=324.04 �. ° �� ?� a ° I I�I I d I I a a ° � ° o a a � � � � � � � �j REGULAT/ONS ANO/S A CLASS "A" MISOEMEANOR. Q ��.' � .�' ' . . . � . � 324.10 324.90 324.66 �� o� LANDS N/F OF i o - . .a�� . .� . .�.. :� - - �.� � 8C=323.28 ��.�� .� a '�, 0 324.42 a .�.��8C=323.85 �.�. 8C=323.65.�� - �M � REVISION DATE BY N � 2 �coNc ��BC/TC- . .N. . .. . . . ��8C-324.55 � � �,8C-323.52 �. ni a � o , o _ �� BC/TC- � � �� _ M o a o a � TC-324.35 � _ ��.8C=324.75 �.��.. PAD � M � � .' � .' ��. � - - C-323.78 � a a o o .'TC-324.15 ' REvisEo PLANS AS PER CDE AND CITY � MONRO MUFFLER BRAKE INC. -� ��324.51 � � TC-325.05�� . TC-324.02�.��. o a _ ��324.54 . �_ � � w� � 3 4 a a 324.56 a ��BC-324.45 �� _ � m/ae/zozz oeR I 2 .00 _ COMMENiS n w . . ��.' ��'. ��'.'� �.�TC 325.25 � U . / � Ar ' ' ' ' . '�' '�'� '�'�. ' ' ' ' ' ' ' - _ . ,�, ' ,�.' . BOOK 7640 - /� OF DEEDS AT P A GE 396 TC 324.95� w 2 - o i I I � z �� g . .. � � � . o �.BC C- I � ��.3� .' � - /' REVISED PLANS AS PER CDE 08/09/2022 �BR O W � o � Z _ - Z ��. 324.47 ��. � � � � STM MH 5 - I � - ui ��'BC 324.28� . , 7 323. 0 # - �4 ' '.��.'.�/.'.��.'.��.'.��.'. �.'. w 32 . 6 / W U 2 ��. . •�� Q � w CB 1 # _ # - ��8C C �- � a ��- I oo TF=324.36 ��. TC-324.78 �.�.��.�.��.�.��.�.��.�� _ J I w � TF-324.25 �. � I CONCRETE w o y � O O TF=323.45 ��:��%��.��.�.��.��.��.�. � �324.62 . � K O O SURFACE � U 2 � �.�,, - � � I ❑ - � O W O m Q � � � W �a U � 2 - - - -- -- - ---- -- - ---- - - - - �.�� - - - - ��r - - w - - . i - - - - - -- - _ - - -- -- �ao � z Q � r��BC-�Lr3.14 � - � o - � - w �u '. 8C 324.23'.�. .��.I�.. _ _ - ��f.'� '.'sr �8C TC� � 8C 322.93 � - � - ��BC C_ �. . � - � - ��.� 8C 323.50. � . � . � T �� TC 323.64��.��.��..�.� .�.� .�.� � .3� . .� . . >..�: � � �.�.�.��.�.��.�. � _ � � . ? � ' � .N W � - . � . 3 ��.� TC 324.73 ��.��.�.��.�.��.�.��. . . . . 0 � �� 323.57 � .� �TC 323.43 - w 323.67 .�� .� � � .M _ .��.� D ��.��.��.��.��. . w u 3 LANDS Q ❑ Q �.��rc 324.0 �� w N F OF 25.��• # I � - / N - - lRF I � .fi . � � BC 323.94��.�� . � - . � SMA 2 � `, �� . BC C- �� - - - # � - ��. TF-323.00 ��. ��. BC C- � ��.�� . IT �. BC C . � _ - � e �. .��.�.��.�. � �. SMA 3 � �.� �TC-324.44 ��.� TH E ADIRONDAC K # al ��.�323.96 �� . UNDERGROUND � ��.��.�� .�.��. .�.�.�.�.. . . . �. . .�.� .�.� . .... .�.� . .� . .�.. �.. .�.� . .� . . I �.I��.��....�...�.�...�.�...�.�.�.�.�.�.�.�.��.�.�.��.�.�.�.�.�.�.�.�.�.��.�.�.�.�.�.�.�.�. � i ��.�324.02 �� 324.74 ��. � Y �� UNDERGROUND �� . � � . .� . .� . .� . . . . . . . . � U �� . ti . � . � INFILTRATORS � �.��1�� .� � .�.� .�.��. . � I �� .�.� .�.�.��.�.� . .� .�.�.��.�.� .�.� .� � .�.�.� .�.� .�.�.��.. .� . . . . .�.��.��.� .�. . . .� .�.� .�.� .�.� � .�.� . . .�. �. . � ��. STM MH 2 �� .�� o I � .� ��.� ��.� � .� � .�.� �� # TRUST C � OMPAN Y � .�� ' h � �. STM MH 3 �.� � 3 � �.��.��.��.�.��.�.�� . � ❑ �� INFILTRATORS �.� # - �� D �. .�� .�� .��. .�� .�� .� ��.�.��.� ��-. w T---� .� .� . . � . _ � �, o � ��'�� ' ��.' ��.' � . . . 4 �� TF 324.30 �� . , I. . . . . . � J _ �.�.�r�. .�.. . . . . .��. .� . .�..�. .��.�.� .�.�.. .�.�.��.��.�_��. . . BOOK 1160 OF � EED S I V _ � .�. � . { � . TF 323.05 ��.��.�.��.�.��.�.��.�.��.�� . . . . - o � � ' �J' � . BC-324.55 .� � ��.� ��.�� AT PAGE 212 � �Y(1 � 'N�. OJ .q _ _ _ _ - _ _ __ _ -'I. __ __ _ _ _ _ p O.' - - - -- -- - - -- _ _ - - - - -- - -- - - -- - - _ _ _ _ _ - '^ � I - _ _ .N N�� - 'EO.'01 Z�3�3�.JJ�.' 6C C - ch � 'TZ324.8��. � � � M. NM� o .„� .'.,,�; _ .'a' . a .'.q � - �. 323.77 TC 323.88. o a�� I Ni� . .� 0 � � ❑ 'N� ' �N N. N ' N I N ' � ' M ' M ' ��.' � �� ' ��.' ��.' � �� ' ��.' ��.' � �� ' ��.' ��.' � �� ' ��.' ��.' � �' ' ��.' ��.' � �' ' ��.' ��.' � �' ' ��.' ��.' � � 'M.' � ' 'M - _ ' � eC �C= ' ' �� ' '�.' '�.' 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BRIEN RAGONE � � i I o , 'a d I TRENCH � a1 � � a� iA^.a � a ' . a�[f � � ,�,,, � � � I I ' . .. ... `f . . � ' �� ' ' �.� � � ,.,.,�. .,�, .................. ' rOW LEVATION 384 9f . . � � ,��`� ,,,,�:.�;,,,, ,,,,,,,,,��;�. o . . ' . � - ,,,,,,,;,,,,,,,,;;,,, . . . . '��.' � ASPHALT � � WF.M ENTRANCE ELEV M��; � �BC=323.60 � a �,M a L A #OO2�3'rJ N PAVEMENT � rr = 324.67 „��, . ��. � °a � TC=324.1 O. a � r�r�r�r��r��': _ TRA E ELEV N ER E � J � � BLDG 3 ,, �,�,,,,,,,,.,� � a ..�.. .�.. .�.. a ,, ,,,,,,�,,, BLDG 4 , �,,,,,,,,,, _"325 6� �,a�a � � � I . 1 �u„�,�,s .,.,, .., _� � o � � � � 1 � 1 a ,,,,, 0 0 . .� , � a 6 - UNITS ��l 1 � _ a o. .�. aa i 6 - UNITS t � , a , � ...��. � ' � ° „ � � � � J . �-------- ------------ �, I � o � t,�r�r„ GF = 324.0 , ( � � � f GF = 325.0 ^ o � � � � � �n c �� = 320.Q �, 1i ..,, � ' � l>e � � �� = 329.Q � � DW TF=324.30 . ------ LA W „ . , . . a � , a .'.� . . , � . I I o ° ' � .'.� .'.� .'.��. t� .,,. lNV(NW)=317.3t /' �, (�/7 � a .. . . � . � .'.' � . � .'.' ��A' ��.'.� ...... BOTTOM=376.40 � / � ENTRANCE TO "MUD I , ao � .�.� .�.� . .�.�.�� .�.��.� � .� � a � v, � � ROOM" AS PER ,�ti � ° _ � . . � . � ..� �.�..�� . _ asPHa�r / \ ° LP � ARCHITECT�S PLANS I o � � � r� TF=323 41 � ° F„ � � �° � PauEn.iENr i � � � �y!rR I a - ,f� frm a LA LA � � I � � a m L----� I I ° ) ' . � a ��BC=323.05�� BC=323.89��.�� o a o � . � I MH TF=324.60 � MH rF=322.45 � � lNV(N)=315.55 EE �.TC=323.55 �. .TC=324.39 �. �� 3�s. o � �G /`�' � �� ' � � ��oj � (COUER SEIZED) m lNli(S)=315.65 II � ' � ' _ p a � lRF lNU(W)=316.45 i CIRF a . _� �. ��BC�� j��,� � BC/TC= � _ - ,� � (ON-UNE) - - - � (TOAIMELL) - - . � - - ' � � - �.322 98 /�.� '323.84 - _ . a - - - � . Q STOP uNE - SCALE: �' 100.51' J p I ° � ° (99.6' CIRF TO lRF) - I CONCRETE SIDEW LKa � a 40 o I I�I�I I a�.��'.�; , '�B . 93 Id I I�d a ° o a � �CONCRETE SIDEWALK � CONCRETE SI�EWALK � _ _ _ _ ., _ = a � � _ aa � _ �� a _ _ _ _ - - - - - - - - - - _ 1 ' = 20 � � � � � � �� 00 a �� o � aa o a a �,;;,, o ruRN s � � 12'� PVC SAN - OLP CONCRETE APRON �2�� VCP SAN r 10 VCP SAN f " VCP S - - - _-_ - - _ _ _ _��S/GN � � - - - - SAN - � � �OLP � TREE �' 323 8C C= 30 MPH NM 205 W/ I ---- � � ---- OHUL � `��' NM 207 � � � NG �4 � � SIGN � RISER AND GUYS� p � -�- Nnn zos ____ ____ __ oHu� 323.77 zo6 � o�P� � oNu� � o�P � ____ ____ 3 NOT FOR � FOCC FOCC � �� FOCC � l III Z BENCHMARK: �e" HDPE S \ sxe w ✓e 4 �Q '�-%� �� CONSTRUCTION v, 3zz oocK sPiKE sEr � - - � � Q � 32� �5' H�cH) coNc s II� �N �P NM zo8 ec=szz.st �B#3 ec=3z4.i t I I�, �� , � ELEVA TION=323.80 TC=323.3t TC=323.6 t � � DYL Ia TF=322.70 I I� \ s: -�� Y� PB# 2019 0319 ° M��,�� SOU TH BROAD WA Y ',',� � � o � I � U.S. & N. Y.S. �ROU TE 9 �� MEo�AN � SHEET TITLE: � a �� o �, � � MH#1 (DOGHOUSE) I I � °YL ce rF=324.30 0 Z ^7� � TF=324.�2 I I ASPHALT PAVEMENT �\ CB TF=323.50 /NV(N)=320.00 � -_-_ i ` �B rF=3z4.°° ,��5,=3�0.0� GRADING PLAN � --- ----------------------------- ----- � --�.�4 /NU(N)=319.17 /NV(SE)=319.55 / A.L.C� 112'� EXISTING WATERMAIN lNU S -319.25 Ut FOCC FOCC �--------------------- C J- � FOCC FOCC � CONCRETE APRON Cf i CONCRETE APRON 24" H�PE STM � HYD � a � OLP � OLP �P �P OLP N OL P � � m � ce rF=3zz.�o SHEET: � O lNV(N)=314.40 BENCHMARK: Approved by the Saratoga Springs Planning Board under authority of a resolution � 2 /NV(E)=31 7.BO i lNU(W)=315.03 NUT Ar HEA� OF ARROW � � ON FIRE HYDRANT N ELEVATlON=325.93 adopted ¢ 5 of 12 � � � Chairperson: Date Q � � sTORM sTRucruRE oara �� ;� �', %� �� "� ��`;, �'� UTILITY PLAN LEGEND: � � � � I � � � � - - /� � � DETAIL V) � �� STRUCTURE NAME RIM pIPE INVERT IN PIPE INVERT OUT �\ r � I \ �� I NUMBER W J o� ELEVATION i i i I � � i� � �V �� `� � � � DETAIL KEY 0 � � � CB#1 323.45 8"-320.15 (FROM SMA #1) 12"-319.80 (TO WQU�2) �� i i � �� '� � � L�NQS �� Q� '� � � SHEET � � Z cg#2 322.ao 8"-319.40 (FROM SMA #4� ,2"-319.10 �ro wou�3� � ; ','� � , GREENRIDGE CEMETER Y ASSOCIA TION, INC. '� � NUMBER a � �V � _ _ � � �� l _ � �, BOOK 642 OF DEEDS AT PAGE 74 � � � PAVEMENT LIMITS � � a �� - - � V A � I � CB#3 322J0 18"-318.50 (TO EXISTING) V / . - - � � � 12"-318.60 (FROM CB#4) � ` � �� L _ J � I r , � i a -3i a.so (FROM EXISTING � i \ \\ �� ,� ; I 1� -�� PAVED OR GRASSED SWALE � c i i � �� -� -� -� � CB#4 323.41 1 2 -319.00 (FROM STM MH#5) 1 2"-319.00 (TO CB#3) ,/ � / � B E R n� , � i i � � �� ,� / � �� a E R M �� - i � ,�� ' � 68 CONTOUR LINE Z � �� STM MH#1 323J4 12"-319.80 (FROM WQU#1) 12"-319.80 (TO SMA #1) ,�� \ � �, , � � _ _ _ � �� / , �' cRavEsroNEs (rrPica�) � � �� . � � i u i 1 1 c.o. p � v�v �� / '----' / � � � , i SANITARY SEWER SERVICE LINE �/ �? 12"-319.25 (FROM WQU#2) � \ � � � U r STM MH#2 324.30 1 2"-319.25 (TO SMA #2) V � / � � / ,� � � � � W� CLEANOUT � o M 6"-319J5 (FROM SMA #7) �� /� c E nn E r E R v � � �V. �' � � � � 0 � � � � � �,.., e E R n� / �� , �' /' � U � �I / / '3 /yy,� WATER SERVICE LINE Z o°O STM MH#3 323.05 �� -318.50 (FROM WQU#31 �2"_318.50 (TO SMA #3) i� � � � ' , i� ; � � W �� 6 -319.50 (FROM SMA #6) A i" U � � � �NEs (rvPica�) � � o 0 0 0 / \ - � ,�- i� \ i' i' 12"-319.83 (FROM WQU#4) +++rrrFFF �o 00 0 0 '� o o � �" �� \ �'� '�, --' � c E M E T E R Y i' g 8 p M.J. TEE WITH THRUST BLOCK STM MH#4 323J5 g��_320.00 (FROM YARD �RAIN �1) 12 -319.83 (TO SMA #4) GRAUESTONES (rrPica�) \ --� \'�,\ ` -----------� � / \��_` \ - J �_,-� � /,��/ 1 2 1 2 t _� AND GATE VALVE � � N o`,� � �_ RUBBLE DRl UE I � STM MH#5 324.36 8"-320.00 (FROMSMA #3) 12"_320.00 (TO CB#4) � ' C � � o]o C ] ��--_ �'� / � 8"-32o.so (FROM SMA #2) ----___________- ________ __,- --�-- GATE VALVE O � ��335- ------------------------------__ WQU#1 323.80 12"-319.85 (TO STM MH#1) eieF �� ('� � (0.3' EAS7 GRAUESTONES (TYPICAL) GRAUESTONES (TYPICAL) ` BOUNDARY C RNER � . � � oF uNE) S25 50�OO��W � � � � o � � c � � ' FALLS lN t2"OTREE M.J. BEND WITH THRUST BLOCK � WQU#2 324.25 12"-319.30 (FROM CB�1) 12"-319.30 (TO STM MH#2) 4' HicN cHaiN uNK �ENCE � � � � � � � � � � o � oo � � � �� 40�.�� 5' HiGH MEra� --�� 0� r '�J 4' HIGH CHAIN LINK FENCE - �� _v v_ v _v�� v v .. y.� - - y� � ,. � �- � .. _.. ��v v- v v �� _ � WQU#3 323.00 12"-318.55 (FROM CB�2) 12"-318.55 (TO STM MH#3) .3 r J � `�3i �� `�� 334 � 334 � W O O D S 333 33� 33� �33� /RF 4 3 � � WQU#4 323J0 12"-319.87 (TO STM MH#4) � 33o w o n p s -335 332 � 334 (TyREADEO) A I ,� � �-a HYDRANT ASSEMBLY O �' � LL • - � - - _.__ -- � - 3.5' HIGH MASONRY WALL i� - g � YARD DRAW #1 324.30 8'-321.50 (TO STM MH�4) O� 329 3� ti� �_ �= - � 32 G � � --- - � -- -- V � __�330 329 �---- 329 � 32g ,� 2 O SANITARY MANHOLE � 3v .-... 325 - 328 � -�---_-_ _ 326 32� / ...-... ...- . -...-..._ YARD DRAIN #1 327 326 a O ...- -...-...-...-...-...-... --- � ---` s,vEo � .. 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LOWELL �O� � 12" INV OUT= 321.83 � � D (SEE DETAILS) / I � �`� BOTTOM CHAMBER=320.00 O � O O Y INSTRUMENT NO. 2O�J`0�66�J ASPHALT O ( PAUEMENT �^ � � a o o Qo , \ I BOTTOM STONE=319.00 W � � � r� I I o o � a � a o a 3 a � o o I 12" INV OUT= 321.83 � SMA#5 - 6 FT �B Q r � � � W M ° v e o I _ I / _ °o DIA. DRYWELL � � � � �, ° ° a = i I / _ ° . I (� W zz � # � \ ' � o ' BLDG #2 � w � �' � w � � �__ �� - - �EX. ;�(EX � _, ,� o a B LDG 1 _ � � � � � ��_�� I � � z 1324.7 � � � � �,�� w000 Sro�K�oE �EN�E , 3z4.s,t �t - 0 23 - U N ITS = i � - a ; i � � 23 - U N ITS I �A � J � �N25 50 00't ` � - a 0 0 0 0 0 0 ^ � ,"� L � -� a° � � 25.00 o�� °r ° � � � � o c I � � � � J � Q � ------- O � �� / � s i � � � � � � � Z � � o� �� , �o � , BLDG #5 � - (� � � N� 5 0 � I � O C�NC � Q � WALK O � � I SMA 4 - � _ SMA#1 - � I � � o� a^a: a � # COMMUNITY _ , �B �q � � w o � � � 3 . , ` UNDERGROUND I UNDERGROUND � � i � � i�;�r,� � � cAZEeo INFILTRATORS I � m � � 5"i, � INFILTRATORS I CENTER oN eRicK � a I � Q � � � � I , � o� � LL z Q Q �a I � I � � �'� ° � � � � a o CONC I I �� I �,� S�> ° FINAL SIZE, TYPE, AND � MH#2 \ o a I I � W � � � � _ ' `�� LOCATION OF SEWER �� I � °a ° a I FINAL SIZE, TYPE, AND ' _ L TF=325.00 FINAL SIZE, TYPE, ° ° � L r � � Q SMA 6 � sr a ° oRi�� a LOCATION OF WATER # ° SERVICES TO BE PER a p � I 6" INV IN=318.15 AND LOCATION OF a WEL � � o I � r I INFILTRATION TRENCH ;� SERVICES TO BE PER �A J � � O O � � �� ; o� ARCH., TYP. 4 � �J ° 6" INV IN=318.15 WATER SERVICES TO � a I � - ARCH., TYP. � ___-_i � I � � I _ a °� � \ 8" INV OUT=318.00 BE PER ARCH (TYP. ° a � I = I -------- -----L---- I � � � } � � , � ' �'�� ' ° - � WATER & SEWER) a �I I I I�� oo°°�°� I � °� FINAL SIZE, TYPE, AND � � � � � � � Q � ; � FINAL SIZE, TYPE, AND 4 C �/� ASPHALT � r. � �. � LOCATION OF WATER - .� � HYDRANT = I � I ' �Z � I a I � � LOCATION OF SEWER I � I C VJ � U U) PavEMENr i I � �� o � a � - SERVICES TO BE PER � SERVICES TO BE PER / I� w.s. ASSEMBLY� I � �� i I �� FP ARCH., TYP. °� � I = ARCH., TYP. � I I � I �YP) I I - � I I ° C.O. � I I I � DRawN er DBR I - I i = i V ��----- � II � I I - � I I CHECK BY DBR i END OF LINE � �� ° I I � �, o � , � � � 15LF@3.53% 3� I i i / --- �v a 8"PVC SDR-26 EDP PROJECT NUMBER 174264 / �,PF HYDRANT ASSEMBLY �o o � �__ � � � � � / I f� a L _ _ � \ � � 3 C.O. � I L- � TNE ALTERATION OF TNESE OOCUMENTS lN ANY WAY. I �ON-LINE� ° a i0 �� 1 '� �^ �S' (J� �s � � UNLESS QONE UN�ER THE �IRECT SUPERVIS/ON OF A I W I I W�S� C.O. = p N (� 108 LF 6��PVC SDR-26135 @ 2.00% l'�� W.S. I I � COMPARABLE PROFE55/ONAL, (l.E.) ENGINEER FOR AN � o Q�� \ �7� g I ENG/NEER, LANOSCAPE ARCHITECT FOR A LANOSCAPE � I � � I� � ° 0 4 Q o , a a o a 712 LF 6��PVC SDR-26/35 @ 2.00% �p � `r ` � � /y�\ // o I ° , o v ° a � a a o I ARCHITECT OR SURVEYOR FOR A SURVEYOR, /S A VIOLATION _ � � � 73 LF @ � o ��I I I ° � � ° ° ° a LL; \ / ', �� a ° I I I IoI � I J I I a a � ° ° o a a � I OF 7HE NEW YORK SiATE E�UCAT/ON LAW AN�/OR �I� LANDS N/F OF I a �� `�� `��' � WQU#Z I REGULAT/ONS ANO/S A CLASS "A" MISOEMEANOR. i 15.sa/ � J ° � � � ° ti�O � REVISION DATE BY N� � a• 15 LF @ 7.33% ° a a ° ° ° a ° Q� \° �S��T�R R�W „, MONRO MUFFLER BRAKE, INC. s" x s" x s" 6••PVC SDR-35 WQ� 3 N� e••PVC SDR-26 a o a o � a 2 LF @ 2.50% I # / �B#1 Gj/Q�� 'IY��ADS N-12 �� REVISEO PLANS AS PER CDE AND CITY �,_ � PVC TEE w�'� � � ISOLATOR ROW / J4� 45' PVC (SEE DETAILS) COMMENiS m�ae�zozz oeR o BOOK 7640 OF DEEDS AT PAGE 396 � i � � � � - - � � o �W � ❑ 2 LF @ 2.5\ � �SEE DETAILS� . ��' - , .Q y��'Oj BEND � 0 12�� ADS N-12 REVISED PLANS AS PER CDE oa/oe/zozz oaR � � i �� 72"ADS N-12 � 45 PVC - - � O � � � i w� � � � CB#2 O O � �� STM MH#2 STUBSR SEE�DETAILS� � � ��z � � �� STM MH#3 BEND � O O � �� , � ) � s�RFacE� � � i �a ❑ ° � 713 LF @ 0.49% �� = o 0 0 � - "ADS N-72 �2�� NV=3�9.Zb � �� TM � ---------- ----- ---- ------ � W � o Q � --- ----72"ADS N-72----------- ---- ..._.- I S MH#5 000 0 � i--------- 72 I m � o � ________ _ y4�rcau.ysr- � 10�� INV=319.42 I � � ---- � � � � iRF 2s oo' � 12'� ADS N-12 HEADER PIPE ❑ I � � SMA#3 - � SMA 2 - D � w LANDS N/F OF I WITH 10" STUBS (SEE DETAILS) I UNDERGROUND I � � I UNDERGROUND ' � THE ADIRONDACK � 12" INV=318.50 � INFILTRATORS I 40 LF @ 1.25% 39 LF @ 1asi I � �` INFILTRATORS � o � � 10�� INV=318.67 � a••Pvc soR-2s � s••PVC SDR-26 � 3?4 I I � TB oST oDM oA o Y � � I � i -------------- --------------------------�,.x8"M.J.TEE � I L-------- -- ------------------------ ------I I 12650"/� AT PAGE 212 0� � 0 I � 1 � NM W/VALVE AND � � O � 33 LF @ 6.06% 208A � � 6"PVC SDR-35 ❑ THRUST BLOCK� o I -6"PVC SDR-35 � 8"D.I.P.CLASS 52 WATER MAIN 8"D.I.P.CLASS 52 WATER MAIN _�_ � W __ _ _____ ______ _____ _ _______ __ _____ ___ N I I � � T-------�--- N �� w.s. w.s. w.s. w.s. w.s. � ; w.s. w.s. w.s. w.s. END OF LINE N � �I Z I � v w.s. � o w.s. � w.s. � I I HYDRANT ASSEMBLY �I o i � � � z o �� M � � � ROOF ELEVATlON=366.6± � �� ' � ❑ a ,- 2s- �°a �o ° PROPOSED SUBSURFACE x � � � N INFILTRATION SYSTEM (SEE DETAILS) � ¢ I ' I = I N v°, = c.o. �' TOP STONE=322.75 ° � m � 'P TOP CHAMBER=321.75 3 N � � I ❑ � �- � p � ° I � � � BOTTOM CHAMBER=319.25 D. B R I E N R A G O N E � I i I PROPOSED SUBSURFACE ° c.p, I a d I � 01 I i I �° I N F I L T R A T I O N S Y S T E M (S E E D E T A I L S) °�� M � g � � I o e • BOTTOM STONE=318.50 r' , � i � l� TOP STONE=322.17 ° N LL 12" INV OUT=321.08 � a � L./�. #002135 cu �. �. � � J � � ,��..�.��- a � TOWER ELEVATlON=384.9± j "a N a a, asPHa�r I i � � Wi P BOTTOM CHAMBER=318.67 U�� „ ,00�,,»rr.�� M � V�� #� � � I � PAVEMENT � � � a . 1 � �° � LL o aa SMA#7 - INFILTRATION � r�r, �u� i� J � � i � ^ p BOTTOM STONE=317.67 � � � � o � TRENCH � � � o o a ,2�� INV OUT= 320.50 6 - U N ITS 1 f _ � � �� N aa 6 - U N ITS f ;. o � ----------------- � � i � � o INDIVIDUAL WATER 8c t °r � �____ i � � � �� ° INDIVIDUAL WATER & � r � � � �� w � �a SEWER LATERALS FOR J � a o EACH TOWNHOUSE AS P � I� �A W � SEWER LATERALS FOR � I a � SHOWN, TYP. f� � ow rF=32a.3o __ _ � I # EACH TOWNHOUSE AS �i � `'A O BOTTOM=316.40 � �� i SMA 6 - ° SHOWN, TYP. � � y ° ° a ao p -� �'� � � � INFILTRATION TRENCH �,�' ° � � I I "� �a, _ . ... � . o QI ° ...._.. o� ASPHALT ' d J � � � � srJ � a � . ..... d' � PAUEMENT � � � � � �� a � LA � � � I�` G� a � -� � L----� I I , � ,, a � a a� I / +, MH TF=322.45 I � EE � � � �.8�(4 � ° 396. O � lG � � � if �� (COUER SE/ZED) m lNV(N)=315.55 °° - �° � lNV(S)=315.65 � - � lRF lNU(W)=316.45 i CIRF a � , _� � / - - . P a JG� � - - - � (TOMMELL) C.O. C.O. ' . � - � - \ � C.O. Q STOP uNE - SCALE: � (ON-LINE� � ^ J, 700.57' '� N25 50�00�� a � ° C.Oo ° ° C.O. I I • • C. . � o ° ° CO. '�' CONCRETE SIDEWALK _ (99.6' CIRF TO lRF) I a o I I I�j I a I�I I d � �� ' � � CONCRETE SI�EW L a -;;� 3a��. �a � CONCR E SIDEWALK _ _ � __ _ _ _ _ _ - - - _ ��o�o�� _ _ 72' PVC SAN TURN � �� s �.,:o�r� . ..,, :.,:::.:� :: _ - - - - - - - - EH �SIGN SAN +' a _„_, _,__ _ _ __ _ o OLP 12" VCP SAN r 10'� VCP SAN f a o- a - ^�':� ,� _�_ - - - -�- -�- - - - - p� � CONCRETE APRON �OLP � TREE Q � � �g� 323 VCP S �� 4 �� 30 MPH NM 205 W/ � - i --- � � OHUL � � NM 207 � � �r�Q�Q �� 206 � I I � OLP � SIGN OHUL� RISER AND GUYS� p � � � ---- ---- ---- ---- NM 208 ---- A-- --- ---\ ____ ____ 3 _ �� NOT FOR � FOCC _ _ FOCC �,' � �, �� FOCC � ��2 BENCHMARKe HDPE STM � 6x6 W JB 4 �Q � ��--'� ' " z � � CONSTRUCTION ��v) 322 DOCK SPIKE SET �� Q � 32A- (5' HIGH) CONC � lN UP NM 208 DYL �Q ELEVATlON=323.80 CB 3 1 � ��`�J � # � � II� A a�: o -�� ,� , o � �� Y� PB# 2019 0319 � MEo,AN � � II � S O U TH B R O�I D W�I Y �� . & N. Y S.,, ROU TE 9 � � � � � �2 MEDIAN � � � SHEET TITLE: � DYL CONTRACTOR TO REPLACE EXISTING t 196 LF a I I� CONNECT TO EXISTING SANITARY � °YL ce rF=324.30 0 10" VCP SANITARY SEWER MAIN WITH 196 LF ��z g`��' i � iNv(N)=3ao.00 ° SEWER W/ DOGHOUSE MANHOLE � ce TF=323.50 i ---- ---- 10�� PVC SDR 26 35 SEWER MAIN. MAINTAIN 4 ce TF=324.00 /NV(S)=320.07 UTILITY PLAN a' � --------- ---------------} --------- - �- (SEE DETAIL) & PER CITY OF ------- lNli(N)=319.17 ----- lNV(SE)=319.55 � Focc EXISTING SLOPE AND DEPTH ON SEWER MAIN A.L. 2'� EXISTING WATERMAIN � SARATOGA SPRINGS STANDARDS lNU(S)=319.25 � FOCC � FOCC � CONCRETE APRON Cf i CONCRETE APRON 24" H�PE STM � HYD � a � OLP � OLP �P �P OLP N OL P � � PROPOSED CONNECTION TO STORM SEWER MAIN. O1 7 w ce rF=3zz.�o SHEET: o CONTRACTOR TO VERIFY SIZE, TYPE, AND LOCATION p lNV(N)=314.40 Approved by the Saratoga Springs Planning Board under authority of a resolution *' OF ALL UTILITIES AND OBTAIN NECESSARY PERMITS z iNv(E)=3n.eo BENCHMARK: ° � 2 FROM CITY OF SARATOGA SPRINGS PRIOR TO lNV(W)=315.03 MH#1 (DOGHOUSE) NUT ar HEao oF aRRow N START OF CONSTRUCTION � TF=324.02 oN FiRE HYORaNr � PROPOSED CONNECTION TO EXISTING WATER MAIN. CONNECT 8" INV IN=316.60 E�EVFlnoN=325 93 adopted 6 of 12 ¢ TO WATER MAIN WITH ALL STAINLESS STEEL TAPPING SADDLE `-' 5 10" INV IN=316.49 0 WITH VALVE AND THRUST BLOCK PER CITY OF SARATOGA 10" INV IN=316.39 Q SPRINGS STANDARDS. CONTRACTOR TO VERIFY SIZE, TYPE, Chairperson: Date � � 2 AND LOCATION OF ALL UTILITIES AND OBTAIN NECESSARY � PERMITS PRIOR TO START OF CONSTRUCTION � � -------- -- - – =�� Z � ° GnA�/Es�';�c-; lT �:C4U �R,�/E�rnNtS (rYr�GA�% �� RUBBER GARDEN � N � S25°50'00"W � � � � o � � � � � � � � � o 0 00 0 � �o � = 400.00^� � � HOSE (n a L Q _.. � _ — � v _v Y u u _e d ^-- J o� ^.�� - - �� - � _ . . � �- -- �"��`"- 12 GA. GALVANIZED 0 J � °' v EXISTING WOODS WIRE. 3 � � TO REMAIN � I� a � Z . TREE SHALL BEAR SAME _ ,� OO � RELATION TO FINISHED GRADE � y `� AS IT BORE TO PREVIOUS Z � R `� TO EXISTING GRADE ,,�� ,� ��a�� , �, . �,��a�v� � a .� � TO ' � w .f + � - - .� � - .� + ��"�' �� -,,,,�� ' / 2" LAYER OF BARK MULCH � Z v �� ,��o��u r - � ' �--' I � ` + s .� �� ,��,e� � � " ' � � �� '� '. 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OF ROOT BALL PROCE UTRES) �EXCLUDE STAKING J a �� ' � � � ,� • �o , CONIFEROUS PLANTING � V�j I �3� _ __ • �� 7 NOT TO SCALE � - - �; �} BLDG #1 _ � � � � � � � � � � � � � � � � � � �� _ vo cs (> BLDG #2 z � ' JS — — C ) � ) � VD � � N25 5 25 00' fl j �� — U N ITS � . — w - G� �,� _ ->s� _ �A ,�, (,) 23 — U N ITS � � � — fl� '`�"4 ° _ � D(ISTING GAZEBO � r�/� � � � � BLDG 5 ��T ° � i - �° � JC �� e 3 �3� � TO REMNN TREE WRAPPING FASTENED ` vJ 0 �� ' � 1'-6" O a i N � � �� w;, � CA NEAR TOP AND BOTTOM. � ' � �', s : COM M U N ITY �s �� o �3� / � U � J G �� S MP 3 w� RUBBER GARDEN HOSE. � l � I � � � �,� ' 3 CENTER � � , ��' ( > ;� i �s � ca a z �� o �3� 12 GA. GALVINIZED WIRE. � � ,r~,, � � � AA CA AA � � � CA ' VD � CEDAR POST. � � �� ' � (3) (3) (6) — — 3 CA � � , � � ) (2) = Vp -------- z 0 Y � � , — ��,� � � C3) VD JC O O � � ' ��°�°` �J' �� 2�� TREE SHALL BEAR SAME W N � � � �. — � . . . � . = JJ i � t , JC �3` Cc VD ` �` ` � � + JC • � _ , �� II � MIN. IT BORE TO PREVIOUS EXISTING Q r � (� � O RELATION TO FINISH GRADE AS � u � � ) �1) — � i �,� 5�' oo � — I GRADE. � C� } 1 JS . — � JC AA VD JS � � W } Z I � ) AA AA (n z — � I ' I �C = ;s � (2 OF 3) CENTER J (3 OF 3) 1 3 � 6 � � ❑ � (4) �6) (4) (�� — �a � �GREEN AREA � � ) � ) � ) � ) (3) �� LJ � � W SAUCER SHAPED UP FROM � ' I I ' �'� . � - � �� I FINISHED GRADE. ( � � � Z � � �^-� � r"l \, �� + � �✓� ./ . . � �� _. � • • * � � �� ❑ t' 4 ,� ��;� ,�' ��• ' SITTING BENCH g `° � �`�'� � � � � , „ , ,, ., I • • , , , P�ER OWNER � � � � � � � �� VD Pa� owHER 0 eiKE w►cK � � � � �� - - - J Q � � v hvo h,v �.�n �� I I I I I � � 2 �(TYP. OF 3) � P� �WN� I I I I I � o I I I I I � _ — — CUT AND REMOVE BURLAP � Q Ur � i I III III III—I � ` �� - — — — - FROM TOP Ya OF ROOT BALL. J Z 0 � —I I - I —I - Q 0 0 II II � � ; ', �_� __ — cn p o � � =1II II1= � _ w o ° TOPSOIL MIXTURE. � Q i � , o —i - — � r, ;: , I I — m �,J _ ' O � � Q � W � - � � �� i � � i _� I � �- � � Q Q _ � , UNDISTURBED GRADE OR � _ � i � ❑ � O — — — — COMPACTED FILL. I � W � U� (� I ' � AR AR PS PS AR AR =III=III=III=III=I — � � ILO � � �—� � �_� � �—� � �_� � �_ � � � CA O O ❑ TWICE DIA. Q � I� ��) ��) ��) ��) ��) ��) J � Q OF BALL U) , � �3) � � � � I � � — — � � � � � � '� ° i ��- --� � z DECIDUOUS PLANTING � Q � � � � � ' � �— 7 NOT TO SCALE -- I .... � � DRAWN 8Y DBR I I �.�� III I/�(J CHECK BY DBR ( %�I//� �_� i i ❑ I JS JS �\��'/ Y�/ EDP PROJECT NUMBER 174264 �� TNE ALTERATION OF TNESE OOCUMENTS lN ANY WAY _ , <,�� CS) (s) �:° � . � � UNLESS QONE UN�ER THE �IRECT SUPERVIS/ON OF A „ �r - „ M I/// COMPARABLE PROFE55/ONAL, (l.E.) ENGINEER FOR AN II � �� /�/JJ,,�/ � /� ��[[�/�� ENG/NEER, LANOSCAPE ARCHITECT FOR A LANOSCAPE y' +yvw �/ ARCHITECT OR SURVEYOR FOR A SURVEYOR, /S A VIOLATION � ""1'"� ""'�'� �� - YORK SiATE E�UCAT/ON LAW AN� OR OF 7HE NEW I - - �� REGULAT/ONS ANO/S A CLASS "A" MISOEMEANOR./ - - +�� I - /��//�/ �' - - — — j(� REVISION DATE BY ' I ❑ � �rrr � vw� I / /\ \ SHRUB SHALL BEAR SAME , , �/ v REVISEO PLANS AS PER CDE AND CITY M °"'�M �. .. 07/06/2022 DBR � • • RELATION TO FINISHED GRADE COMMENiS I h�, VD VD ��,�„ ' ��r,�, � �� AS IT BORE TO PREVIOUS REVISED PLANS AS PER CDE 08�09�2022 �BR / �� i l�l ...�� .......��.. �:��, �� l�� ...- I � EXISTING GRADE � , � � ^ �� , a ��a ,,, , � BLDG 3 1 � � �� ,� �_; ,,,,, ,, . ��,o��,��, ,��„n,,,�o ��,o �,�„ 1,s�,�U �� i � �� o o� �; � l �: � � ; � � � � • �c �c . , , �, , , B LDG #4 � � 1 '� _I - � �- Il� � , � Jt � 1 � � UNITS � � � ``� �� L ' � `,,.,.,.,,,. � � UNITS �,�� ------------ � � MULCHER OF BARK � �I t�� o � c�o � � ' � � F ,� ,,,,�,� � ��r ,w�,�,� �»,,,,�,� � � � � � � � � PC PC � � , � I, - - � � � � � � f r . : � � " -w 7F 324.�i / i �� k li =:: ,. � ��" � � � � J. � 1. � � I i � �3 3 �' -l, �' � iNv(,vw)-s».s- �� O � � O BDTTDM=376.4' �� , CUT AND REMOVE BURLAP � � � � -- + aJC �IC ♦ . -- � �I��`C�� FROM TOP � OF ROOT BALL � i . , � � � � � r" � � _ ,, ��) ��) � , � � � � o . . � / � SAUCER SHAPED UP N I - � MP MP i � i � FROM FINISHED GRADE N 0 �----� I a ) �2� �2� I TOPSOIL MIXTURE o . N��N; 3 ; HM HM � � � . _� � m . . — - � �8) �8) = _ Q — ' � � � . _ >, _ — — — — 1 � I —I I I—I I I—I I I I —I I I—I I I� - - - � � — �� - — — N25°50'00"E I I I �J°° °�°� I I I 375.00' � � I�I I I=I I I=I I =I I I=I I I= � �� x� i °° � � � , — i D BRIEN RAGONE - � � I—I I I—I I I 8' MIN. —I I—I _ . . --- �° '' --- + �O + O° �a) �a) /�° + O� + � o - �- - - -� �� I��_��_� � �_�� L.A. #002135 ; ,-� � �_�� ---- ---- - -�--- �- ---- ---- �' - — _ UNDISTURBED GRADE � - - ---- - - - _ _ - - - - - - - - - - - - - _ _ � —III—II � I—III— OR �RTHBERM J r - - � r - - - - - - - - - - - - - - - - - - - - - - - - -_ --1 MIXTURE. �i AM CF AM L - - J � I AM CF AM �,�I I I I I I —' - - - - - - I I I I I� � ��) ��) ��) � I ��) ��) ��) , , , „ — ,— — ,— — — , , , , � - 3" MIN. �'' w � �� S O U TH BR O�I D W,q Y - _ I I TWICE DIA.OF ROOT BALL i � - � � - - 3 SHRUB PLANTING a PLANT SCHEDULE: 7 NOT TO SCALE � CODE SCIENTIFIC COMMON PLANTING MATURE MATURE PLANTING NOTES: PLANTING BED PREPARATION NOTE: � QUANTITY NAME NAME NAME SIZE (MIN.) ALIAS HEIGHT WIDTH � PERENNIALS 1. PLANTING CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ALL PAVEMENT, AND GRAVEL BASE SHALL BE REMOVED FROM PROPOSED PLANTING BEDS AREAS. COMPACTED SUB O1 BASE MATERIALS SHALL BE DECOMPACTED FOR A DEPTH OF 12". PLANTING BEDS SHALL BE FREE OF ROOTS TILLED TO � 16 HM HIBISCUS MOSCHEUTOS HARDY HIBISCUS 1 — GAL. CG Zf FT 1.5f FT 2• ALL AREAS OF SITE WHICH ARE DISTURBED AND NOT LANDSCAPED, PAVED, SHALL BE TOPSOILED, SEEDED, AND MULCHED . (MULCH - STRAW, HYDROSEED MIX, A DEPTH 12". INCORPORATE 2" OF COMPOST INTO SOIL AND TOP DRESS WITH 3" OF HARDWOOD MULCH. o OR BIODEGRADABLE NETTING.) MIXTURES TO BE APPLIED SHALL BE DETERMINED BY OWNER'S REPRESENTATIVES. TOPSOIL TO BE 4" MINIMUM. SCALE: 20 LC LOBELIA CARDINALIS CARDINAL FLOWER 1 — GAL. CG 3f FT 1 f FT �� i 3. EXISTING VEGETATION SHALL REMAIN UNDISTURBED WITHIN ALL AREAS OF SITE WHICH DO NOT REQUIRE GRADING. TOPSOIL NOTE: � — 2O � SHRUBS � 44 AA ARONIA ARBUTIFOLIA RED CHOKEBERRY 3 — GAL. CG 6f FT 3f � 4. ALL PLANTING BEDS TO RECEIVE 3" MINIMUM BARK MULCH WITH FILTER FABRIC WEED CONTROL OR EQUAL. ALL AREAS WHICH ARE DISTURBED AND NOT LANDSCAPED, PAVED OR OTHERWISE RESTORED SHALL RECEIVE A MINIMUM a OF 4" OF TOPSOIL. ALL LANDSCAPE BEDS SHALL RECEIVE A MINIMUM OF 12" OF TOPSOIL. � 5. THIS PLAN IS FOR PLANTING PURPOSES ONLY. REFER TO SITE PLAN FOR DETAILED GRADING AND UTILITY INFORMATION. TOP SOIL SHALL HAVE; NOT FOR 30 CA CLETHRA ALNIFOLIA SUMMERSWEET 3 — GAL. CG 3f FT 4f FT o 2% -20% ORGANIC MATTER i 9 CR CORNUS RACEMOSA GRAY DOGWOOD 24" — 30" B & B 10f FT 10f FT 6. GUARANTEE: PH OF 6-7.6% CONSTRUCTION � MAXIMUM PARTICLE SIZE 1.5" s 17 DL DIERVILLA LONICERA NORTHERN BUSH HONEYSUCKLE 24�� - 30�� B & B 3f FT 4f FT A. FOR A PERIOD OF TWELVE MONTHS FROM THE DATE THAT THE WORK UNDER CONTRACT IS CERTIFIED AS COMPLETE, THE CONTRACTOR SHALL: � , , „ „ LAWN SEED M�X: PB# 2019 0319 � 11 JC JUNIPERUS CHINENSIS HETZ COLUMARIS BLUE PFITZER JUNIPER 24 — 30 B & B 12f FT 5f FT �• GUARANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT; o 30 JS JUNIPERUS SABINA BROADMOOR BROADMOOR JUNIPER 3 — GAL. CG 2f FT 6f FT $• REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD, PLANTS WHICH DIE OR ARE IN A BADLY IMPAIRED CONDITION; SEED ALL AREAS WHICH ARE DISTURBED AND NOT LANDSCAPED, PAVED OR OTHERWISE RESTORED WITH GRASS SEED SHEET TITLE: % CONTAINING A MINIMUM 20% KENTUCKY BLUE GRASS, 20% FESCUE AND A MAXIMUM OF 20% ANNUAL RYE GRASS. o 13 MP MYRICA PENSYLVANICA NORTHERN BAYBERRY 18�� - 24�� B 8C B 5f FT 5f FT 9• REPLANT WITH STOCK OF SAME SIZE AND QUALITY AS ORIGINALLY SPECIFIED; SEED SHALL BE APPLIED AT A RATE OF 7-10 LBS PER 1,000 SF. � � 6 PC PRUNUS X CISTENA RED LEAF SANDCHERRY 18�� - 24�� B & B 5f FT 5f FT 10. GUY AND MAINTAIN AS SPECIFIED HEREIN, AT NO ADDITIONAL COST. PLANTING PLAN a' 16 TO THUJA OCCIDENTALIS 'EMERALD GREEN' EMERALD GREEN ARBORVITAE 3� HT. B 8C B 4f FT 15f FT A. REPLACEMENTS MADE WITHIN SIX MONTHS AFTER BEGINNING OF THE ��GUARANTEE PERIOD° SHALL NOT EXTEND THE °GUARANTEE PERIOD° OF THESE a� 12 VD VIBURNUM DENTATUM ARROWWOOD VIBURNUM 3� HT. B & B 5f FT 5f FT PARTICULAR PLANTS; THOSE REPLACEMENTS MADE SIX MONTHS OR MORE AFTER THE BEGINNING OF THE "GUARANTEE PERIOD" SHALL BE MAINTAINED AND � i GUARANTEED FOR A PERIOD OF SIX MONTHS FROM THE TIME OF REPLACEMENT. a TREES 11. APPLICABLE STANDARDS: "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND "STANDARDIZED PLANT NAMES" a� 4 AR ACER RUBRUM AUTUMN SPIRE AUTUMN SPIRE MAPLE 2.5 CAL. B & B 35f FT 20f FT BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE, ARE A PART OF THIS SPECIFICATION. ALL PLANTS SHALL BE NURSERY GROWN, NOT Approved by the Saratoga Springs Planning Board under authority of a resolution SHEET: o � � " GATHERED IN THE FIELD. ° 4 AM AMELANCHIER 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 6' HT. B & B 20f FT 15f FT N 12. PLANTS LISTED IN THE PLANTING SCHEDULE CAN BE SUBSTITUTED FOR SIMILAR SPECIES OF THE SAME SIZE WITH THE APPROVAL OF THE OWNER/DEVELOPER 7 f 12 / 2 CF CORNUS FLORIDA FLOWERING DOGWOOD 6' HT. B & B 20f FT 15f FT AND/OR PROJECT LANDSCAPE ARCHITECT. adOpted O o 1 PG PICEA GLAUCA WHITE SPRUCE 6' HT. B 8c B 20f FT 10f FT ~ Chairperson: Date Q 2 PS PRUNUS SARGENTII SARGENT CHERRY 2.5" CAL. B & B 25f FT 20f FT � � 10 FT. MIN EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, MAINTENANCE AND INSPECTION PRACTICES: ADDITIONAL EROSION CONTROL AND GRADING NOTES: 50'-0" EXISTING Z � E EXISTING PAVEMENT o 0 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING CONSTRUCTION: C7 N � GROUND O O 1. MINIMAL EROSION CONTROL DEVICES ARE ILWSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION � . � o. �//�//�//�//;//; `/i,//////////�//�//,//�//////�, � O O AND SEDIMENT CONTROL. IT � BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDWG (n � �c Q ��` � ��`��` 6' MIN. LATH AND FLAGGING A :TABILIZATION PRACTICES FOR THIS SITE INCLUDE: � MOUNTABLE BERM SAND BAG � UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. �jJ J o� ON THREE SIDES LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED J � FILTER CLOTH (OPTIONAL) 0 PROFILE • FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. 2. SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE y O A O A� • USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL SLOPES 1V:3H OR GREATER. J DESIGNATED ON PLANS. � Z SAND BAG • PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING TECHNIQUE. Q Y 50�-0" MIN. � PLASTIC B STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: 3. SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL � � a ) NOT EXCEED 50%. Z O DEPRESSED O � LINING • PERIMETER PROTECTION USING SILT FENCES W � a z AREA � • INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES 4. SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A � W = g � • STORM SEWER, CURBS AND GUTTERS BIO�EGRADABLE NETTING (E.G., EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING" Z U • STABILIZED CONSTRUCTION EXIT POINTS OR OTHER EROSION PROCESSES. Z � �� O O Z • STORMWATER DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY SEDIMENT BASIN) O � �� 3 � I i - i i - ' 5. TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. � a ::�' ��j/�\//��j/��j�� 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES: � a M z - A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. 6. SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. � �-- g EXISTING O O - B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. W �� PAVEMENT 1 0 M I L P L A S T I C L I N I N G i I I I I I I I I - C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. 7. ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). N �2� MIN. LATH AND FLAGGING S IECTION (A-A�� D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, �/`�/`�/`%/`%%. O a a a a � AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. 8. EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 SLOPES: AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH O ON THREE SIDES E) THE SEDIMENT BASIN, IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE. SECURE MAT TO (� (V I /� z CO N STR U CTI O N S P EC I FI CATI O N S MAI NTENAN C E AN D C LEAN I N G DESIGN CAPACITI'. SLOPE WITH 6" STEEL U-SHAPED STABLES, 2 STAPLES PER SQUARE YARD, OR AS PER MANUFACTURER'S INSTRUCTIONS. � � (V PL/--�N VIEW � F) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. � O 1. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM G) A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE REPORT FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED INg� STREAM REACHES ON-SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, TASTE, O � N O FEET (50') FROM SENSITIVE AREAS. DRAINS OR DIRECTLY ONTO GROUND THIS SWPPP. ODOR, TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY. M � SYMBOL � 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. H) THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR THESE INSPECTIONS, � ' � CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND MAINTAINED 3. PLACE A SECURE NON COLLAPSING, NON-WATER COLLECTING COVER MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT INSPECTION AND MAINTENANCE REPORTS. 10. VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT O� r a� I IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT I) PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY DEPOSITS OF SAND, SILT OR OTHER MATERIAL IS NOT BEING DEPOSITE� ON PUBLIC ROADWAYS. IN THE EVENT ANY SIGNIFICANT DEPOSITS � � CONSTRUCTION SPECIFICATIONS CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. ACCUMULATION AND OVERFLOW. WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS THAT ARE USED ONSITE IN OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. � r J (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 4. REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE GOOD WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE COMPLETION OF, INITIATION OF ACTIONS REQUIRED BY, AND THE FILING OF THE INSPECTION FORMS. • � 1. STONE SIZE - USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE STRUCTURE TO A FUNCTIONAL STATE. DOCUMENTATION OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. 11. KEEP ALL CONSTRUCTION EQUIPMENT, TOPSOIL STOCKPILES AND ANY TEMPORARY/PERMANENT GRAVEL AREAS OFF FUTURE SEPTIC AREAS. a � 2. LENGTH - AS EFFECTIVE BUT NOT LESS THAN 50 FEET. SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR J) DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. O Q 3. THICKNESS - NOT LESS THAN SIX(6� INCHES. DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH 12. FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WIND EROSION. Q 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITES MUST BE NEW POLY SHEETING AFTER EACH CLEANING). OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. 13. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND � � INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75� FULL. WATERED. _ _ _ _- 5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. - -= ` ` ` -- ` u u x - J Q 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE 4 CO N C R ETE WAS H 0 UT FAC I LITY SILT FENCE AS PER � -� �RF 4.3' � PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE � � RUNOFF �TOPNEW NT 2 332 -� /�� r-H_R�oEo) � � ' � PERMITTED. 8 NOT TO SCALE - ----�" � � 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO 33 0 �` � P U B L I C R I G H T-O F-W A Y. W H E N W A S H I N G I S R E Q U I R E D, I T S H A L L B E D O N E O N A N A R E A S T A B I L I Z E D w i T H ��- PAVEMENT. REMOVE 8 � � CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT -330 329 - 329 - - � SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND .._... 325 328 �_ ONCE SLOPE IS �-- e 326 Z �J/'�/ ...�. .. ..._ _..._..._..._..._..._... ..._..._..._...� JL/ 3ZV � � �// BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. � - - - 325 326 STABLIZED TYP. 325 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR :� �, � -Z � � I I �- 32 � � FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH E ROS I O N AN D S E D I M E NT N ( I `'s �/ 325 S W ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP � SEDIMENT. ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE CO NTRO L LEG E N D. M I 1 ��`r ^�N � � \ � � � REMOVED IMMEDIATELY. �� ` 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. Q � i I / � ` ` - 325 I I O � � I , STAB I LI Z ED CO N STR U CTI 0 N ENTRAN C E a�� a ENTRANCE CONSTRUCTION o M �M � _ i �, � = i U � NOT TO SCALE � 8 IIIII FILTER SOX INLET PROTECTION o I III / ` = I � Z � SILT FENCE GENERAL NOTES: � i \ I = I � � W 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE TEMPORARY SILT FENCE ~ AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. �` SOIL STOCKPILE I z O � � Y 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, OR ��.\ �`' AREA ` I W N O �/ � STEEL "T" OR "U" POSTS (11b per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). HicA "�� 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. HAiN�i;v\ \ ` � i Q � �/ � (f� O SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT � � � � LIMITS OF DISTURBANCE NCE 2 � LL � TO PREVENT COLLAPSE. � \ I A 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED � N�` y_---.. I � I I � �^ z Z WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. � � I � I ` � � FILTER SOCK INLET J� � LL � � 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: -/-/ STONE CHECK DAM '�'�,�, '. O ,% I �, �� 3 � W � � W SLOPE MAXIMUM • � � i � I � ,,r�� „,�" 8 PROTECTION AS PER I�� z � I DETAIL (TYP.) � � U Q � � STEEPNESS LENGTH (ft.l x y,� 3 J } 2:1 25 � I I n,`� 2S II � � � J � r�n � 4:1 7�5 I - II II - � II � � � v z 5:1 OR FLATTER 100 I I I I I i I I I � U� O O � 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Ya ACRE PER 100 FEET OF FENCE, � -k i B L D G # � - II = � I B L D G #� I G � W � a O WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET ��, j� - - I a m � EROSION� AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. i x �� - U N ITS - I - II - , � - - 23 UNITS C� � ra � � ► � Q a 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 i � �yx I � _ � _ � � � FF = 325.30 I coNc FF 325.50 � W rI� HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. �-, ��x I O I I � L � � �J 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-THIRD OF THE MEASURE HEIGHT. SEDIMENT SHALL BE I � � I I B L D G #� ° ��N� I � H r � LL O DISPOSED OF AS UNSUITABLE MATERIAL. I I � �x I I I I I � SILT FENCE �5' MIN (10' PREFERRED)�I i j i c`` ��X , I I II C 0 M M U N ITY � 0 II I J � � O O � � 7`�,sE,z a I I c�zEeo I � i � � � � � � � � � I ', ii z,� ,j ; � , C E N T E R oN BR,�K � I o � Q 0 0 0 0 o i1? 4' HIGH ORANGE I s x I � � � � � U (f� 0 o m � � �� I FF = 325.30 I � � � rn �HARDWOOD POLYETHYLENE I Z - I POST LAMINAR SAFETY ' ' �� I I � G W � I 2Q I DRAWN 8Y DBR � UNDISTURBED NETTING � �� -� I I wE� � I � WARNING FENCE, � S_ ��ia l I � cHECK ev oeR J GROUND � � SEDIMENT TYp, ` s ;o- I � � ONTAINMENT I � �, � I I I I -- EDP PROJECT NUMBER 174264 SLOPE � AREA } I � � - I I I I I I J I I I I I I TNE ALTERATION OF TNESE OOCUMENTS lN ANY WAY. POST THE I y-, �`X (k UNLESS QONE UN�ER THE �IRECT SUPERVIS/ON OF A w I � `s � T R E E P R OT E CT I O N S - ^J7' I I I I COMPARABLE PROFE55/ONAL, (l.E.) ENGINEER FOR AN Q X FOLLOWING SIGN X - I ENG/NEER, LANOSCAPE ARCHITECT FOR A LANOSCAPE ~ � TREE SAVE ON ALL SIDES OF �� 7�C AS PER DETAIL 8 I II I � I ARCHITECT OR SURVEYOR FOR A SURVEYOR, /S A VIOLATION AREA TREE PROTECTION �' �UxI � I OF 7HE NEW YORK SiATE E�UCAT/ON LAW AN�/OR 1 REGULAT/ONS ANO/S A CLASS "A" MISOEMEANOR. �p �/ �F' I i I - FENCE• "TREE - -��, I - I I � - II l ' � - I I L I REVISION DATE BY 1 SAVE AREA" I � = I �1 00 : I � � � REVISEO PLANS AS PER CDE AND CITY 07/06/2022 DBR ❑ I i �jZS I I COMMENiS PL/'1N III� ` _ � J L 3? � 3? II REVISED PLANS AS PER CDE 08/09/2022 �BR S � � S 1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK)* � � S gs � I HARDWOOD POST I I I I I � �� I I I I I �� I I I I ' * OR STEEL "T" OR "U" SECTION POSTS (1 Ib/If MIN.) I I I I I I I I I I I I � ❑ \ � WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) z I�PAoc I � w� SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) DRIPLINE w�� I� � � 32q \ � � � �� I I I I �� s�°'M�� TR EE P ROTECTI 0 N �� '� � _ _ �` � � � CONTAINMENT AREA w w o z ' N �oz I � � �A� 5' MIN (10' PREFERRED) � � SILT FENCE INSTALLATION NOTES: �� S DURING CONSTRUCTION �o� I � I 3 I I I � 1. GEOTEXTILE FABRIC AND WOVEN �/� �\ TOE OF �z 8 NOT TO SCALE w II ❑ 0 23 I D I a' WIREMESH TO BE FASTENED SECURELY >�j� SLOPE �� , FILTER SOCK INLET � Y N TO FENCE POSTS WITH WIRE TIES OR ��\�� _ UNDISTURBED I I I I t� 3 PROTECTION AS PER � STAPLES. /� � o� GROUND I , '�ti I o 0 2. FILTER CLOTH TO BE FASTENED �� \ F��w M N SOIL RESTORATION: I � I � � �-� 324 8 DETAIL �TYP.� I \ � SECURELY TO WOVEN WIRE FENCE WOVEN WIRE MESH ��/�\�� I � I - - - J L I � W I T H T I E S S P A C E S E V E R Y 2 4' A T T O P R E N F O R C E M E N T (I F ��/i� `/ / �, A S P E R CHA P T E R 5 O F TH E N EW Y O RK S TA T E S T O RMWA T E R MANA G EM EN T D E SI GN I N M , , \ o ¢ ��\� �� }�� MANUAL, SOIL RESTORATION IS REQUIRED ON THIS SITE IN ALL NON-IMPERVIOUS I ❑ 2oa� � � AND MID SECTION. NECESSARY) MIN. 14 � �/ 3. W H E N T W O S E C T I O N S O F F I L T E R C L O T H GAUGE WITH MAX. 6" RETAIN EXISTING �� \ � A R E A S O N C E F I N A L S U B G R A D E E L E V A T I O N I S A C H I E V E D. I N A R E A S O F C U T O R F I L L � -�- - r - - - - - -�- - - - -�- - - - -�- - � � ADJOIN EACH OTHER THEY SHALL BE OPENING POSSIBLEON, IF � •,\�j THE SOILS SHALL BE AERATED AND 6 INCHES OF TOPSOIL SHALL BE APPLIED. IN I � I � � � � � � � I I � � D. BRIEN RAGONE Pa OVERLAPPED BY SIX INCHES, FOLDED � AREAS OF HEAVY CONSTRUCTION TRAFFIC (ESPECIALLY IN AREAS 5 TO 25 FEET ❑ I � � ' � I I ' I I I � L.A. #002135 � AND STAPLED. FROM BUILDING, BUT NOT WITHIN 5 FEET OF FOUNDATION WALLS) THE FOLLOWING � N 4. MAINTENANCE SHALL BE PERFFORMED EXCAVATE TRENCH, BURY SILT FENCE FABRIC RESTORATION MUST BE APPLIED: ti ; AS NEEDED AND MATERIAL REMOVED AND BACKFILL/COMPACT EXCAVATED EARTH I �' �' WHEN "BULGES" DEVELOP IN THE SILT � 4 f 1. APPLY 3 INCHES OF COMPOST OVER SUBsOI�. � _ � _ i � SECTION FENCE. - - � i 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A - r' - I a` CAT-MOUNTED RIPPER, TRACTOR-MOUNTED DISC, OR TILLER, MIXING, AND I ❑ � � I � 2 S I LT FEN C E CIRCULATING AIR AND COMPOST INTO SOIL I ' � I � �s W 8 NOT TO SCALE 3. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF 4 INCHES AND I I � LARGER SIZE ARE CLEANED OFF THE SITE. wFP ENTRANCE ELEV . i � � /� ENTRANCE ELEV I �, EXCESS SOXX MATERIAL :. WING CURB 4. APPLY TOPSOIL TO A DEPTH OF 6 �N�HES B L D G #� ��J�� ; f "�"�"' `°r�""r""' '--- B L D G `t f f""" = 325.67 I � . . .�.�. . . TO BE DRAWNMIN AND TIED � I (rvP - 324.67 ❑ ' 1 ; � f I a .�. . . � 6 - UNITS � ; - � �� 6 - UNITS 1 :;1 � -- � .�.� � . . OFF TO 2x2 WOODEN �:'� I STAKE, (TYP.� 5. VEGETATE AS REQUIRED BY APPROVED PLAN. I J . . . . . . . . . . . . . � / . � ---� G F = 3 2 4.0 � G F = 3 2 5.0 t�� -� � ;}� SEQUENCE OF CONSTRUCTION ACTIVITIES: ❑ � - � -� `�i: � FF = 3 � . . . '±� j 4 CONCRETE WASHOUT `� � FF = 329.0 � '.'. . ' ' .>.- .: 1. CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. , r'A � ° a� . . WIRE TIES, (TYP.) � � � � � � � ;;, 2. INSTALL PERIMETER SILT FENCES IN THE LOCATIONS SHOWN AND OTHER LOCATIONS AS TREE PROTECTION 5 8 AREA AS PER DETAIL �P� � STORM GRATE NECESSARY TO STABILIZE THE SITE. I AS PER DETAIL 8 � � a a I SCALE: � � FILTREXXO 8" STORM GRATE --_____ � �`� � �� - 2O� °i TM FILTREXXO 8" SOXXT"" 3. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE I r s SOXX ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE ----- r--,---1 o a BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. I ` � � � a�°� ° I � DRAIN INLET PLAN CURBSIDE PLAN � T EE i , i =,� = S��N � 4. COMMENCE SITE GRADING AND CONSTRUCTION. � � ' ° _ 3 ExcEss soxx�M MarERia� c�RF �� = i , i _,�- ° a' Qa ° - - N OT FO R � � GSP Tnn 5. INSTALL PROTECTIVE SILT FENCES / BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, (roMME��) ""'"" - L-- -- _ � o FILTREXXO 8" SOXX � TO BE DRAWN IN AND TIED OFF TO 2x2 WOODEN STAKE - _ ----- -J ° ° ° - -- ` CONSTRUCTION � J�q _ CURB 6. FINALIZE PAVEMENT SUBGRADE PREPARATION M W I - I coNCRElE sroEw � FILTER SOCK IN - I I I I I ,°�o � ° °° a ° °�;� I I I I I A�K � I I-I -;•��' ��-I I I- FILTREXXO 8' SOXX�"" 3 LET � �z" Pvc sAN _ _ _ _Hw�sic_ _ o -�� :- - � � --- � PROTECTION AS PER ��R �� _ - - - - - - - E N ,o� ��P S�N - - - - - - - -- �- PB# 20190319 � . ��PS - - - - - SECURE SOXX�"" TO GRATE 7. CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER , �) rREE 323 ° � N� � �:�... �� ... MPN Nnn 2os wj -I I I �` -I I I-I I I� MANHOLES, AS SHOWN ON THE PLANS. INLET PROTECTION BARRIERS MAY BE REMOVED o,yu� � H o ° II RISEFz aivo cuYs o 0 � WITH RUBBER TIE DOWNS ---- ---- ____ DETAIL �NP.� g o�u� � a�� 206 \ �``�o�P d oNu� � � � I I-I I;� CATCH I-I I I- I I-I ' TEMPORARILY FOR THIS CONSTRUCTION. PLACE REQUIRED RIPRAP AT LOCATIONS SHOWN ON NM 208 - -- - � ---� ---- ---- � SH EET TITLE: � -III ; BASW -III-II , - THE PLANS. Focc _ _ _ _ _ _ _ _ _ _ _ _ _ _ Focc _ _ _ __ a =111 =� � �_� � �_� � �= L _ _ � _ _ _ _ _ _ _ _ _ _ _ � ONAND 3 �_ : � �- � �� z BENCHMARK: - � � �8" HOPE srM E ROS I 8. REMOVE DROP INLET PROTECTION AROUND INLETS AND MANHOLES NO MORE THAN 48 I�IQ II \ sx6 w/✓e � -I I'.: �I-I I I-I I .' �I-I I I-I I I I I � DOCK SPIKE SE7 � � i � z i � - HOURS PRIOR TO PLACING STABILIZED BASE COURSE. �� iN uP NM zoa � � � SILT FENCE AS (s' NicH� c�n�r o � �� =I I I��:: c A T c� ��I I I=I I I=I I I= > E�E��T,oN_3z38o � ° �� PER DETAIL � S E D I M E N T � � , - I ��I�I, �o �.. � BASIN � 9. INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. °YL � �I�� o � DRAIN INLET SECTION I I=I I'�� =I I I=I I I I i� -�� „ �� II� �.� ��P'� � CONTROL PLAN � -I I I I I i�, I I I,i�I I I�i,I 10. CARRY OUT FINAL GRADING AND SEEDING AND PLANTING C� II o S O U l H R O,q D W�I �' I U.S. �L' N. Y.S. ROU TE 9 a NOTES: 1 STABILIZED CONSTRUCTION II �, 1 1. REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS COMPLETE AND �� u CURBSIDE SECTION EXPOSED SURFACES ARE STABILIZED. � SILT FENCE AS PER 8 ENT�RANCE AS PER DETAIL I I II SHEET: o 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS 2. FILTER MEDIA FILL TO MEET APPLICATION REQUIREMENTS 12. REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN ___ �ETA�L. REM��/E PRIOR 2 ? � I I� Approved by the Saratoga Springs Planning Board under authority of a resolution i 3. COMPOSED MATERIAL TO BE DISPERSED ON SITE, AS THESE AREAS (THESE AREAS ARE TO BE PAVED �AST). �- --- - - - --- DETERMINED BY ENGINEER. TO CONSTRUCTION OF 8 � a.�.c� �z" ExisTiNc wATERMaiN �� -� � � FILTER SOCK INLET PROTECTION B��N� �nP.� � o � �� adopted $ Of � 2 � � 3 CONCRETE APRON PE STM � HY� � NOT TO SCALE � � Chairperson: Date Q 8 I I� CB TF=322.70 / � TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION EXPANSION JOINT AT SIDEWALK �y4�� TOOLED EDGE � N � 1/4" WIDE x DEPTH OF WALK � �Y2" 3�� (Y4' R x 3/4"DEEP) � o. FIBRE EXPANSION JOINT FILLER 6" TOP, FACE AND BACK SURFACES TO BE MACHINED SMOOTH (n a ,�Q AT CURB JOINTS, $ a W J o� TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT EXTEND CONCRETE 20� MAX � -` °� �' a' / a 0 J } a FIXED OBJECT, � � � , � TO 2"-3" MAX. 1�4�� BEVEL TYPICAL SPACING FOR EXPANSION JOINT � CURB OR a J � Z BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION a o w .. BELOW F.G. - EXISTING Q �o � �. Q: , �.' � ,•;; PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 FINISH GRADE� 5' MAx�5' MAX�5' MAX�5' MAX 3 ,SIDEWALK 3„- ~ (� a Q � � o SEE DETAIL SS-8 FOR _� �'' Q ° � SIDEWALK REQUIREMENTS o a a �'' FIBER EXPANSION JOINT FILLER W.R. W a _, .. �m � � , . ' ° COMPACTED GRAVEL - � �p � ° � � � � 6" REVEAL(MIN.) MEADOW 320-F. SIKAFLEX 1C SL SEALANT. W _ �c�n Q � � • �' NYSDOT TYPE 2 (SECT. 304) v �v � a � � �° � �� ! Z v ' •:o '00 °a oo a a pO�� a.O��° � AND GRAVELSSUBAS o REQUIREMENTS Z H �N � Q C O M P A C T E D T O 9 5� S T A N D A R D P R O C T O R. � �O � `�'o a °o Oa a '� �� a � . a ° a a a�� a o00 0 , .• EJ c� c� c� EJ E X P A N S I O N J O I N T C O N S T R U C T I O N J O I N T � � ��; n:. � . '�.. c�:�..:. � a�. : . a ,r �j��j��j��j��j��j��j�� PAVEMENT TOP BINDER GRAVEL ESAL �� o o ooa a a. T O O L E D J O I N T 5' M A X � � �� j��j��j��j��j��j��j TYPE COURSE COURSE COURSE LEVEL �g" • � CgcP°oa �° ao ��/��/��/��/��/��/��/�� `��' GRANITE CURB O.0 EACH WAY. OR AS Z oo� / // // // // // // // � a SHOWN ON PLANS 1.5"W SMOOTH W �-- ��j��j��j��j��j��j / SUBGRADE - COMPACTED TO 90% PARKING �� 3 /� O� ° � � CONTROL JOINTS (1 4 R x 1"DEEP) �" FINISH TYP / / / / / / / / � �oa ° o a / �� ) ��j��j��j��j��j��j��j STANDARD PROCTOR LOT 1-1�2 2 8-�� MILLION 3" �� `� ° � � 5'MAX O.C. EACH BROOM ��\��\��\��\��\��\��\�� M I N. \ r �^ ° TEXTURED /�\/�\/�\/�\/�\/�\/�\/ �\ '� �,� ' '� •* . CONTINUOUS CONCRETE INSTALL 6"X6" WAY ° �� CD N / / / / / / / / a a� � O W1.4XW1.4 WIRE MESH 4,000 PSI AIR ENTRAINED a 4 ° FINISH (TYP) TOOLED EDGE � � (�J �\\�\\�\\�\\�\\�\\�\\ STANDARD <30 � � � ° o� SETTING BED - SEE CONCRETE REINFORCEMENT CONCRETE SIDEWALK, SLOPE (Ya"R x 3/a"DEEP) � � ��\��\��\��\��\��\��\�� ROADWAY 1-1/2" 3" 1 2" \ \' \' ` SPECIFICATIONS - DWG. SS-7 AT Ya" PER FOOT TOWARD ��\��\��\��\��\��\��\�� MILLION ��/\/ �\\��j��j�j 2" BELOWGRADE. CURB OR SIDEWALK, OR O � N HEAVILY � // �/%/%� EE PLAN FOR WIDTH AS NOTED ON PLANS CONTROL JOINT TOOLED EDGE � M � TRAVELED/ �30 SUBGRADE COMPACTED TO TOPSOIL, SEED � � � TRUCK 2 * 4 12 MILLION 90� PROCTOR 3" 3" AND MULCH � J 2„ NOTES: �OADING CURB AND PLACEMENT SHALL CONFORM TO � • N.Y.S. DOT STDS. SEC. 609-3.01 _ �s" TYP. � � _ 1. ALL CONCRETE SHALL BE CAST-IN-PLACE 4,000 PSI AIR-ENTRAINED PORTLAND CEMENT TYPE A MIX � � N O T E S: * SEE NOTE 2 6"x18" GRANITE � � - � a ��j\�j�� IN ACCORDANCE WITH NYS DOT SPEC. SECTION 501. O Q Q T RAN SI TI ON CU R B � a a � C 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND TAPER CURB TO ' � 2. ALL EXPOSED SURFACED SHALL HAVE A BROOM TEXTURED FINISH & TOOLED EDGES. TOOL SHALL BE � LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT FLUSH WITH GRADE � -I I I CRUSHED STONE PROVIDE MAX 1-1/2" WIDE SMOOTH TROWEL FINISH ON SIDES AND AT JOINT. a X SECTION TO BE INCREASED TO CARRY DESIGN LOADING. ' I I I- CONBORMIN� TO NYSDOT 3. EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM OF 20' ON CENTER, OR AS INDICATED ON PLANS. J � 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. FINISH GRADE -I - - - ITEM 304.12, TYPE 2. ` 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL i 1-1 I 1-1 I I I I I=I I I-I I I-1 I-1 I I-��1-1 I I- COMPACT TO MIN. 95% 4. JOINTS SHALL NOT BE SAW-CUT. � BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. II `� 5'-0" TYP. OR I USE RE-BAR MODIFIED PROCTOR MAX. II S SHOwN ON PLAN SUPPORTS/CHAIRS DENSITY. 5. APPLY SONOCRETE KURE-N-SEAL WB COMPOUND WITH FUGITIVE RED-DYE, OR APPROVED EQUAL, 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. -�� TO SET STEEL SECTION WHILE CONCRETE IS STILL DAMP. �� NON-COHESIVE VIRGIN GRANULAR �� TO REQUIRED SUBGRADE (REMOVE ALL TOPSOIL & �/� � ELEVATION, TYP. 6. THIS PRELIMINARY SIDEWALK DESIGN ASSUMES THAT EXISTING SUBGRADE CONDITIONS CONSIST OF V! , ROADWAY ASPHALT PAVEMENT CITY DETAIL SS� � � ORGANIC MATERIAL) OR SELECT CLEAN GRANULAR MATERIAL (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE INTERFERENCE. � GRANITE CURB TERMINATION GRANULAR FILL TO MEET REQUIRED � g NOT TO SCALE ELEVATION. COMPACTED TO MIN 95% PRIOR TO CONSTRUCTION, THE OWNER SHALL VERIFY THE EXISTING SUBGRADE CONDITIONS USING A MODIFIED PROCTOR MAX. DENSITY. GEOTECHNICAL ENGINEERING CONSULTANT, TO DETERMINE THE FINAL PAVEMENT DESIGN. W 4 GRANITE CURB - CITY DETAIL SS- 19 � ��/� 1.5" (AFTER COMPACTION) TOP COURSE N.Y.S. D.O.T. ITEM 403.178902, TYPE 6. g NOT TO SCALE � CONCRETE SIDEWALK O v, TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 9 NOT TO SCALE r , � 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. TACK COAT v �n COMPOSITION & APPLICATION RATE SHALL CONFORM TO N.Y.S. D.O.T. 24�� _ WIDTH 24" OR AS PER �;� SECTION 407 N.Y.S. D.O.T. ITEM #407.0101 MANUFACTURERS CAST ALUMINUM FINIAL AND J ^ SPECS., WHICH EVER SEE PG. 1 OF 2 FOR FIXTURE � Z � 2.0" (AFTER COMPACTION) BINDER COURSE N.Y.S. D.O.T. ITEM 403.138902, TYPE 3. IS GREATER ROOF SAME FINISH AS POLE & POLE DETAILS � 12" SUBBASE COURSE (AFTER COMPACTION) TO CONFORM TO N.Y.S. D.O.T. STD. 2 w ANCHOR BOLTS SIZE BROADWAY: 6ARC22T5-MDL03 LED: 96 WATT � SPEC. SEC. 304-2.02, TYPE 2, EXCEPT MAX. 8% FINES & MIN. C.B.R. 20% FINE � n/ � GRADE TO WITHIN tYa" OF TRUE GRADE. COMPACT TO MIN. 95% DRY DENSITY AND LOCATION AS PER O LL � MODIFIED PROCTOR MAXIMUM DENSITY. ASTM D1557. LIMITS TO EXTEND A MIN OF MANUFACTURER OFF BROADWAY - INNER DISTRICT: Z Q O Y =111 12" PAST EDGE OF ASPHALT. 3ARC22T5-MDL03 LED: 53 WATT � -� SUBGRADE TO BE STRIPPED OF ALL TOPSOIL AND DEBRIS AND TO BE COMPACTED a (� � � CONCRETE BASE- � U� O TO MIN. 95% MODIFIED PROCTOR MAX. DENSITY & PROOF ROLLED (MIN. 10 TON 4,000 PSI, SONATUBE 2200 COLOR TEMPERATURE, TYPE �00�1` � r � (� rn } STATIC). ALL UNSUITABLE AREAS SHALL BE EXCAVATED AND REPLACED WITH � FORMED 5 DISTRIBUTION, 120-277 VOLT U � � v SUBBASE MATERIAL. FINE GRADE TO tY2" N DIMMABLE DRIVER � W z Z � WOVEN GEOTEXTILE CONSTRUCTION FABRIC MIRAFI 600X (MIN TENSILE W � � � W NOTES: STRENGTH OF 315 LBS) AS PER SPECIFICATION OF GEOTECHNICAL ENGINEER a ACRYLIC ACORN LENS � �/ ( , � � Z 1. THIS PRELIMINARY PAVEMENT DESIGN ASSUMES THAT EXISTING SUBGRADE CONDITIONS CONSIST OF CLEAN GRANULAR MATERIAL FINISHED GRADE 3/4" CHAMFER I..� v Q (n 1" PVC SCH. 80 ° 5T TWIST LOCK FITTER . FINISHED GRADE J � a � (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE INTERFERENCE. PRIOR TO CONSTRUCTION, THE OWNER SHALL VERIFY THE � CONDUIT, OR OTHER �O z � ZINC PLATED ANCHOR BOLT � � J EXISTING SUBGRADE CONDITIONS USING A GEOTECHNICAL ENGINEERING CONSULTANT TO DETERMINE THE FINAL PAVEMENT DESIGN. APPROVED CONDUIT. • DRIVER COMPARTMENT � ASSEMBLY PER MANUFACTURER'S J � C� Z 2. ALL SUBBASE SHALL BE PROPERLY PLACED, COMPACTED AND DENSITY TESTED. o � ) d�� N RECOMMENDATION � � �A Q Q � � N � � ELECTRONIC PHOTOCELL . 5 �� Q � 3. ALL ASPHALT PAVEMENTS ARE TO BE FURNISHED AND PLACED IN ACCORDANCE WITH NYS DOT STD. SPECIFICATIONS FOR HOT MIX � � o o REINFORCING BARS (4) (STREET SIDE) � _____- _________- 2" PVC SCHEDULE 40 G � W � O ASPHALT, SECTION 400. � � ) Q #4 BARS VERTICLE _ NO DIRECT BURIAL a � m � U _ (SQUARE PATTEREN) o 4. ASPHALT PAVEMENT COMPACTION SHALL MEET OR EXCEED 90% OF THE MAXIMUM SPECIFIC DENSITY. z >� � � #3 TIES AT 12" O.C. � GROUND ROD PER N.E.C. L.L W = � Q '� a 2" FROM OUTSIDE � � � j � O 2 DRIVEWAY PAVEMENT � I-I I I � ° -I I I-I i WALL � ° g NOT TO SCALE w � � Q � 4000 PSI CONCRETE BASE WITH m -I I I-I o 0 0 -I I I- WELL DRAINED CLEAN, : SONOTUBE FIBER FORM 20" DIA. J � � O O Q COARSE SAND BACKFILL ,.�� , � � �i -I I I-� - - 6" MIN. (<5% PASSING �r � UNDISTURBED SUBGRADE � � � � Q "' I I I-I>� � � -I I I- #200 SIEVE) � OR COMPACTED TO 90% C r/� N - 2" MI�. '"� STANDARD PROCTOR C � v J � (� (n BROOM FINISH PERPENDICULAR TO WALK � -I I I�o � � -I I I- 20" o � f a I I I-I o �J o -I I I UNDISTURBED EARTH DRAWN er DBR 4" CONCRETE - SEE CONCRETE =I I I�� • �-I I I- � CHECK ev oeR a �o a � S P E C I F I C A T I O N S - D W G. S S-7 0 4" D I A. F W T E D P O L E O Q.� �� O� .�� -I I I- - -�I I NOTE: .125 WALL THICKNESS EDP PROJECT NUMBER 174264 6" X 6" N0. 6 6 WOVEN WIRE MESH :O�Q � / -Z MIN. me ALTERATION OF TNESE OOCUMENTS lN ANY WAY. ' � -I I I- I I I I -I I I I I I-I I I- 6061-T6 STRUCTURAL NOTES. UNLESS QONE UN�ER THE �IRECT SUPERVIS/ON OF A • E X C E P T A.0.B.E. �aMPARAB�E PROFE55/ONAL, (l.E.) ENGINEER FOR AN ' • O � 1. MAX POLE HEIGHT: 30 FT. GRADE ALUMINUM ENG/NEER, LANOSCAPE ARCHITECT FOR A LANOSCAPE �•�.• ' �,- 6�� GRANULAR SUBBASE COURSE 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN ARCHITECT OR SURVEYOR FOR A SURVEYOR, /S A VIOLATION ��,�� NYS DOT SECT. 304, TYPE 2 AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) oF n;E New YORK SiATE E�UCAT/ON �aw AN��OR \ \ \ \ POLE WELDED FOR SINGLE REGULAT/ONS ANO/S A CLASS "A" MISOEMEANOR. �//�//�//�//�/ COMPACTED TO 95� STANDARD PROCTOR / REVISION DATE BY NOTES: �\\�\\�\\�\\� 5 LIGHT POLE BASE 2 FT REVEAL UNIT CONSTRUCTION 2. THE OWNER DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. \�\�\�\� / THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. REvisEo PLANS AS PER CDE AND CITY o�/ae/zozz oeR / / / / SUBGRADE COMPACTED TO COMMENiS �\��\��\��\��\ g NOT TO SCALE 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2>> SCHEDULE EXPANSION JOINT SPACING - /�, /�, /�, /�, /�, 90% STANDARD PROCTOR VERDE GREEN FINISH 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REVISED PLANS AS PER CDE oa�o9�zozz oaR 20'-25� O.C. REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND CONTROL JOINT SPACING - TYP E 1 - TYP I CA� P ED ES TR I AN TR AFFI C �OA D I N G GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH 5' O.C. NOMINAL SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE CROSS SLOPE - 1�8" TO 1�4" ACCESS DOOR ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH PER FOOT (MAX.SLOPE 1: 50 TYP.) BROOM FINISH PERPENDICULAR TO WALK 1" BATTER, TYP. 6" COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX TOWARDS STREET OR A.O.B.E. PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT MAX. SLOPE ALONG THE LENGTH OF � o � 6" CONCRETE - SEE CONCRETE EXPANSION JOINT CONCRETE WHERE SHOWN ON SITE 00 o vo 17" DIA. BASE, .750 FLOOR THICKNESS FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR THE WALK SHOULD NOT EXCEED 1: 12 a o SPECIFICATIONS - DWG. SS-7 MATERIAL & SEALANT PLAN AS PER CONCRETE SIDEWALK FOUR ANCHOR BOLTS AND ONE GROUND BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE CONSTRUCTION JOINT DETAILS TO BE � '' PER SIDEWALK DETAIL DETAIL, TYP. NOTE: CURB JOINTS �„„� THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND � STUD (SEE PG. 2 OF 2 FOR FOUNDATION SUBMITTED AND APPROVED BY ° � . � SHALL ALIGN WITH SIDEWALK SLAB PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN � CITY ENGINEER .� O. v f O° ": JOINTS. DETAILS) BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO � SIDEWALK WIDTH TO BE 5' MIN. OR ° � v� STREET TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE r°li Q p CURB AS PER SITE PHOTOCELL OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER o AS ORDERED BY CITY ENGINEER • . PLAN AND ADJACENT 6" X 6" N0. 6�6 WOVEN WIRE MESH a WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. cu • O � CURB DETAIL a o o ' 17" DIA. BASE, 12" DIA. BOLT � ' ' �.,. � iJ��ij��Ij��ij��ij 8" GRANULAR SUBBASE COURSE CIRCLE, DIAMOND PATTERN, FOUR "' ,,�,,�,,�,,�,, NYS DOT SECT 304, TYPE 2 STERNBERG POLE FOUNDATION - j�\j�\j�\j�� COMPACTED TO 95% STANDARD PROCTOR 1/2" x 18" ANCHOR BOLTS o �//�//�//�// a /�\//�\//�\//�\///\ SUBGRADE COMPACTED TO 9 - � � 90% STANDARD PROCTOR ¢ ACCESS DOOR g NOT TO SCALE m a WHERE CONCRETE IS NOT SPECIFIED, D. BRIEN RAGONE 3 TYPE 2 - VEHIC�E TRA�FIC �OADING (ACROSS DRIVEWAYS) FINISH GRADE OF GRASS SEEDBED OR CATALOG NUMBERS: � ASPHALT PAVEMENT SURFACE PER OTHER LANDSCAPING SHALL BEAR THE � PLANS AND BITUMINOUS PAVEMENT SAME RELATIONSHIP AS CONCRETE BROADWAY: L.A. #002135 � SECTION(S) �� wa�K suRFacE. PT-A850SRLED-5T-6ARC22T5-MDL03-A-PEC/4210FP4/VG � GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: � 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. OFF BROADWAY (INNER DISTRICT): Q, 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 6�� AIR ENTRAINED CONCRETE CURBING PT-A850SRLED-5T-3ARC22T5-MDL03-A-PEC 4210FP4 VG ¢ 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. NYSDOT: CLASS J FOR MACHINE FORMING � ASPHALT PAVEMENT R-3�4 �� CLASS A FOR CONVENTIONAL FORMING STER N B ER G LI GH TI N G W GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: SURFACE PER PLANS ``' 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. FINISHED GRADE _ AND BITUMINOUS �' 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. PAVEMENT SECTION(S) I I-I I I-I I I-I I I-I I I-I I I TOPSOIL (4�� MIN) OR ,�n 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. a CONCRETE PER DETAIL 8 � C° I I I-I I I-I I I-I I I-I I I AT RIGHT. REFER TO SITE � 3 CON CRETE SI DEWALK - CI TY DETAI L SS- 8 � � �-��-��-��-��-�� PLANS FOR LOCATION g NOT TO SCALE a � a � � 9 NOT TO SCALE ° COMPACTED GRAVEL � a BACKFILL � � CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS o 0 0 0 0 0 0 0 0 0 0 0 6" °' � MIN � 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK o 0 0 0 0 0 0� o 0 0 0 �^ a° SCALE: � WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITIHIN THE 6 ° 6" MIN. COMPACTED CRUSHED STONE SUBBASE AS N OTE D °i APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM o 0 0 0 0 0 0 0 0 0 0 0 �MIN.' COURSE AND BACKFILL TO CONFORM TO NYSDOT s AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN ITEM 304.12 TYPE 2. COMPACT TO MIN 95% m MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE � � MODIFIED PROCTOR MAX DENSITY (ASTM D1557). ;, CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR : z a APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR I I- I I- I I- I I � � NON-COHESIVE GRANULAR SUBGRADE (REMOVE ALL NOT FOR � ��APPROVED EQUAL�� MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT TOPSOIL & ORGANIC MATERIAL) OR SELECT o LEAST (3) PREVIOUS JOBS. I-I I I-I I I-I I I-I I I-I I I-I I I-I I I i - i -i- i -i- � GRANULAR FILL TO MEET REQUIRED ELEVATION. CONSTRUCTION 4 I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I=I I I-I I I-I I I-I I I-I I COMPACT TO MIN. 95% MODIFIED PROCTOR, MAX. 2. WHEN AIR TEMPERATURES ARE 50 DEGRESS FAHRENHEIT AND BELOW, A DENSITY (ASTM D1557). PROOF ROLL WITH MIN. 10 +�' NON-CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I _ TON STATIC WT. ROLLER. ALL UNSTABLE AREAS o AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT AND ABOVE, AN INCREASE IN I I I-I I I=I I I=I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I SHALL BE EXCAVATED AND REPLACED WITH PB# 2019 0319 RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305R-99 SUBASE MATERIAL n, 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 NOTES: SHEET TITLE: � DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN 1. FOR CONVENTIONAL FORMING, CAST IN UNIFORM SEGMENTS (20+/- FT.), 5. CONSTRUCTION TO MEET NYSDOT SECTION 609 SPECIFICATIONS, ITEM SEPARATED BY CONSTRUCTION JOINTS CAPABLE OF 1/4" EXPANSION. 609.04. � SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL) � NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY 2. FOR MACHINE FORMING, FORM OR SAWCUT CONTRACTION JOINTS AT 6. THIS PRELIMINARY SIDEWALK DESIGN ASSUMES THAT EXISTING S ITE D ETAI LS a' WITHOUT INCREASING THE WATER-CEMENT RATIO. UP TO 20 PERCENT OF THE 20FT. MAX. INTERVALS 1/8" TO 1/4" IN WIDTH, 1 1/2" DEEP. SAWCUT SUBGRADE CONDITIONS CONSIST OF CLEAN GRANULAR MATERIAL � WITHIN 8 HRS. OF POUR. (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE m CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SUMP PRIOR INTERFERENCE. PRIOR TO CONSTRUCTION, THE OWNER SHALL VERIFY � TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 INCHED TO 3 3. CONTRACTOR TO SUBMIT JOINT LAYOUT PLAN FOR APPROVAL PRIOR TO THE EXISTING SUBGRADE CONDITIONS USING A GEOTECHNICAL a INCHES. CONSTRUCTION. ENGINEERING CONSULTANT, TO DETERMINE THE FINAL PAVEMENT '^ DESIGN. � 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE 4. CURING TO BE DONE USING METHOD A OR B NYSDOT STD. A roved b the Sarato a S 1'lll s Plannin Board under authorit of a resolution SHEET: o TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM SPECIFICATIONS SEC. 502-3.10. pp y g p g g y � 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT L INFILTRATION ° 6 CONCRETE CURB adopted N , 5. ALL SLIP-FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR Q � A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL) g NOT TO SCALE V O 12 � Chairperson: Date � 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE � MADE SUBJECT TO APPROVAL OR THE CITY ENGINEER. � � GENERAL NOTES: ACCESSIBILITY NOTES: FREE STANDING NO PARKING Z �° o FREE STANDING RESERVED (' N u SIGN (N0. NY R7-8, WITH DOUBLE ANYTIME SIGN (N0. R7-1) THE ENVIRONMENTAL DESIGN PARTNERSHIP IS NOT RESPONSIBLE FOR ANY CONSTRUCTION WORK A. GENERAL NOTES: (RAMP NOTES CONTINUED) � Q � (12"x18") 6'-0" MOUNT HT. PERFORMED PRIOR TO FINAL APPROVAL OF ALL PLANS AND SECURING OF ALL PERMITS AND SPECIFICATIONS FOR STREET SITE LIGHTING ARE PER MUNICIPALITY REQUIREMENTS QUALIFIED V� � x- ARROW) (12"x18") 6'-0' MOUNT HT. FILING OF ALL MAPS. � � 1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH THE 2010 12. FLOOR SURFACES OF CURB RAMPS SHALL BE GROOVED, Y2 INCH WIDE �J,J J o� PHOTOMETRIC ENGINEER RETAINED BY OWNER. ADA STANDARDS FOR ACCESSIBLE DESIGN, THE 2015 INTERNATIONAL r °' BY Ya INCH DEEP, ONE (1) INCH CENTER TRANSVERSE TO THE RAMP. � J CONTRACTOR TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL DESIGN BUILDING CODE (3RD PRINTING EDITION AS ADOPTED BY NEW YORK 3 SIDEWALK ALL GRAVITY SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC SDR-26 HEAVY WALL SEWER d 2'-0" PARTNERSHIP AND MUNICIPALITY PRIOR TO CONSTRUCTION. STATE), THE ICC A117.1-2017 ACCESSIBLE AND USABLE BUILDINGS AND 13. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF J � z PER ASTM D3034, 115 PSI MINIMUM PIPE STIFFNESS FOR BURIAL DEPTHS UP TO 20 FEET. FACILITIES, THE FEDERAL FAIR HOUSING ACT AND APPLICABLE LOCAL CURB RAMP. Q Y FIELD ADJUSTMENTS MUST BE APPROVED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP AND THE LAWS AND REGULATIONS, LATEST EDITIONS. H = �a MUNICIPALITY'S ENGINEER PRIOR TO CONSTRUCTION. PRIOR TO COMMENCEMENT OF STORM AND/OR SANITARY SEWER CONSTRUCTION, CONTRACTOR IS 14. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE Z � a LANDING AS PER DETAIL TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF EXISTING SEWER AT THE CONNECTION 2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE LOCATED ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK. W � o � CONTRACTOR IS TO VERIFY THAT ALL NECESSARY WORK PERMITS AND EASEMENTS ARE IN PLACE POINT. CONTRACTOR IS TO CONSTRUCT GRAVITY LINES PROGRESSIVELY FROM DOWNSTREAM TO ACCESSIBLITY REQUIREMENTS. DRAWINGS, NOTES AND DETAILS PROVIDE � W = PRIOR TO COMMENCEMENT OF WORK. UPSTREAM. ANY EXCEPTIONS TO THIS MUST BE APPROVED BY THE ENGINEER. ANY GRADE SLOPES/GRADES AND DIMENSIONS THAT COMPLY WITH THE 2010 ADA, 15. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM Z c� DISCREPANCIES MUST BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. THE 2015 INTERNATIONAL BUILDING CODE (3RD PRINTING EDITION AS OF CURB RAMPS AND NOT IN THE RAMP AREA. Z � 'D� THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS AND TAKE ALL SPECIAL TEMPORARY AND DEFLECTION TESTING SHALL BE PERFORMED ON ALL FLEXIBLE GRAVITY SEWER PIPE IN ADOPTED BY NEW YORK STATE) AND APPLICABLE LOCAL LAWS AND � � �� PERMANENT PRECAUTIONS NECESSARY TO ENSURE A STABLE AND SECURE JOB. ACCORDANCE WITH 10 STATE STANDARDS. TESTS SHALL BE CONDUCTED AFTER THE FINAL REGULATIONS, LATEST EDITIONS. IF THESE SLOPES/GRADES AND 16. CURB RAMP TYPE AND LOCATION ARE PER PLAN. � a :% 3n EDGE OF PAVEMENT BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. ANY PIPE WHICH HAS A DEFLECTION GREATER DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO E. PARKING SPACE NOTES: � a �^ THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY MUNICIPALITY, COUNTY OR STATE HIGHWAY THAN 5% SHALL BE EXCAVATED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. CONTACT THE SITE ENGINEER OR LANDSCAPE ARCHITECT IMMEDIATELY Z o 00 CUT PERMITS. ALL GRAVITY SEWERS SHALL HAVE CONTINUOUS STRAIGHT HORIZONTAL & VERTICAL ALIGNMENT AND BEFORE MOVING FORWARD WITH THE WORK. W �� (LINE & GRADE) BETWEEN MANHOLES PER NYSDEC REQUIREMENTS AND TEN STATES STANDARDS. 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND EASEMENTS PRIOR TO CONSTRUCTION OF GRAVITY SEWERS SHALL BE PERFORMED USING A PIPE LASER, WITH ADEQUATE 3. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT/CIVIL ACCESSIBLE ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN CONSTRUCTION AND BECOME FAMILIAR WITH THE CONDITIONS OF EACH PERMIT. BLOWER VENTILATION, TO ENSURE STRAIGHT ALIGNMENT. ANY EXCEPTIONS THIS MUST BE ENGINEER IMMEDIATELY OF ANY CONFLICT BETWEEN THESE NOTES AND ACCESSIBLE BUILDING ENTRANCE. a LL � N 4" WIDE PARKING LINES APPROVED BY THE ENGINEER. ALIGNMENT SHALL BE VERIFIED BY LAMPING DURING THE CCTV DETAILS AND OTHER CONTRACT DOCUMENTS. THE CONTRACTOR SHALL � PAINTED WHITE THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, INSPECTION AND AFTER WORK HAS BEEN COMPLETELY BACKFILLED AND COMPACTED. NOT PROCEED WITH THE WORK FOR WHICH THE ALLEGED CONFLICT HAS 2• TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON TYPICAL STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS. BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN ACCESS AISLE. O � O �j a PARKING 45° SLOPE OF SANITARY SEWER THROUGH MANHOLE STRUCTURE IS DETERMINED BY THE INCOMING RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR LC� N � SPACE THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND RIGHT-OF-WAY DELAY DAMAGES AS A RESULT OF RESOLUTION OF AN SUCH 3. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE AT � M ., �N (NON-HANDICAP) PROPERTY LINES PRIOR TO CONSTRUCTION. PIPE. IN NO CASE, SHALL THE SLOPE THROUGH THE MANHOLE STRUCTURES BE LESS THAN 1%. LEAST NINETY-SIX (96) INCHES WIDE. WHERE PARKING SPACES AND Q CONFLICT(S). ' � STANDARD "RESERVED" ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS � � o SYMBOL PAINTED LIGHT BLUE THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES SUCH AS GAS, THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL SANITARY MANHOLES SUCH THAT 4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE A � � J POWER, TELEPHONE, CABLE TV, WATER, SEWER, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION. THEY DO NOT INFILTRATE WATER AS DETERMINED BOTH BY VACUUM TESTING IN ACCORDANCE WITH SLOPE DIMENSIONAL REQUIREMENTS ONLY. REFER TO SIDEWALK, PARKING SPACE OR ACCESS AISLE IS NOT ADJACENT TO ANOTHER � O ASTM C1244-05 PRIOR TO BACKFILLING AND VISUALLY THEREAFTER. ALL PIPES SHALL BE CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL INFORMATION. PARKING SPACE OR ACCESS AISLE, MEASUREMENT SHALL BE � • • � AS PER NYS INDUSTRIAL CODE 53: CONTRACTOR TO CALL DIG SAFELY NEW YORK, INC. AT PLUGGED, BRACED, AND/OR BLOCKED TO PREVENT IMPLOSION DURING VACUUM TESTING. THE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE O a a 1-800-962-7962 TO LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN CONTRACTOR SHALL MAKE ALL MATERIAL REPLACEMENTS AND/OR REPAIRS TO ACCOMPLISH THIS. B. ACCESSIBLE ROUTE NOTES: PARKING SPACE OR ACCESS AISLE. Q NO-PARKING STRIP PAINTED TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING � C Q BLUE WITH 4" DIAGONAL LINES POSTS, ETC. 1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE 4. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE G � WITH 2'-0" SEPARATION LOW-PRESSURE AIR EXFILTRATION TESTING SHALL BE PERFORMED ON ALL GRAVITY SANITARY SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER TO THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH a X CONTRACTOR MUST VERIFY THE ACCEPTABILITY OF ALL CONSTRUCTION MATERIALS WITH SEWER PRIOR TO FINAL APPROVAL SUCH AS THE TIME-PRESSURE DROP METHOD PER IN ASTM LOADING ZONES; PUBLIC STREETS OR SIDEWALKS; AND PUBLIC PROVISIONS FOR ACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE F1417-11A (2015), UNI-BELL PVC PIPE ASSOCIATION, STANDARD UNI-B-6, AND SUMMARIZED IN, PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR J Q MUNICIPALITY'S ENGINEER PRIOR TO ORDERING. TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY 9'-0" 9'-0" g'-0" UNI- BELL HANDBOOK OF PVC PIPE, SECOND PRINTING NOVEMBER 2005, PAGES 457, 458 AND, THEY SERVE. TRAFFIC LANES. WHERE POSSIBLE, IT IS PREFERABLE THAT THE � � OR OR 8'-0" OR INSTALLATION AND MATERIAL SPECIFICATIONS FOR STORM SEWER, SANITARY SEWER, WATER SPECIFICATION TIMES FOR 0.5 PSIG PRESSURE DROP FOR SIZES AND LENGTHS OF PIPE IN TABLE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES. AS PER AS PER MIN. AS PER SERVICE CONNECTIONS SHALL CONFORM TO THE MUNICIPALITY'S STANDARD DETAILS AND 10.12, PAGE 460. ALL SEWER PIPE ENDS SHALL BE BRACED AND/OR BLOCKED INSIDE EACH 2, AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE PLAN PLAN PLAN REQUIREMENTS. INSTALLATION PROCEDURES AND MATERIALS MUST BE VERIFIED WITH MUNICIPALITY MANHOLE AND AT EACH LATERAL END TO PREVENT DISLODGEMENT OF THE PIPE. BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND 5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING � PRIOR TO CONSTRUCTION. ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. SPACE THEY SERVE. � ALL SEWER PIPE SHALL HAVE 6-INCH WIDE, GREEN-COLORED PLASTIC SEWER UTILITY I.D. 6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING , P AR K I N G STR I P I N G AN D D I M EN SI ON I N G ANY EXISTING STORM SEWERS AND UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE MARKING TAPE BURIED ON TOP OF THE COMPACTED INITIAL PIPE BACKFILL, 12" MIN. ABOVE THE 3. WALKING SURFACES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5.0% � � POSITION AND FOR INFORMATION ONLY. THE CONTRACTOR SHALL HAVE THEIR EXACT LOCATION PIPE. AND MAXIMUM CROSS SLOPE OF 2.0%. IN THEM. �O NOT TO SCALE CHECKED AT THE SITE BEFORE CONSTRUCTION BEGINS. � � NEW GRAVITY SANITARY SEWER WORKS SHALL BE CLEANED WITH WATER JET AND VACUUM 4. ANY WALKING SURFACE WITH A RUNNING SLOPE GREATER THAN 5.0% �• ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE INVERT ELEVATIONS PRIOR TO FLUSHING/COLLECTION EQUIPMENT PRIOR TO CCTV INSPECTION AND REPEATED AS NECESSARY IS A RAMP AND SHALL COMPLY WITH THE MANDATED GUIDELINES FOR AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE �/� COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES WHICH RESULT MUST BE BROUGHT TO UNTIL CLEAN, WITH ALL SOLIDS REMOVED. ALL DEBRIS SHALL BE VACUUMED OUT DURING RAMPS OR CURB RAMPS. PARKING SPACE EXCEPT FOR ANGLED VAN PARKING SPACES, WHICH � v� SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF �/1 THE ATTENTION OF THE ENGINEER IMMEDIATELY. FLUSHING OPERATIONS AND DISPOSED OF OFF SITE. O �I� 5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR THE PARKING SPACES. � 12" 12" 12" MATCH TOP OF SIGN CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, PIPE INVERTS AND ELEVATIONS AND STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES � GREEN BORDER � GREEN BORDER HEIGHTS WHEN PLACED NEW GRAVITY SANITARY SEWER WORKS SHALL BE INSPECTED FOR DEFECTS BY CLOSED-CIRCUIT 8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING r , ADJACENTLY TO EACH REVIEW WITH CONSULTANT BEFORE CONSTRUCTION. TELEVISION (CCTV) EQUIPMENT. REPAIRED WORKS SHALL BE RE-CLEANED AND RE-INSPECTED BY (Ya INCH MAXIMUM VERTICAL CHANGE IN LEVEL). THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT. ACCESS AISLES � rl� RESERVED RESERVED OTHER CCTV. THREE SETS OF RECORD DIGITAL VIDEO FILES AND WRITTEN INSPECTION REPORTS SHALL SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY � GREEN LETTERING GREEN LETTERING NO ALL EXCAVATION TO MEET OSHA AND NYS DOT SAFETY REGULATIONS AND STANDARDS. 6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. BE FURNISHED TO THE ENGINEER. SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. J � PARKIN PARKIN RED BORDER � Z � PARKING THE CONTRACTOR SHALL FILL IN, AND RE-EXCAVATE, AS NECESSARY TO RESUME WORK, ANY 7. THE MINIMUM CLEAR WIDTH SHALL BE THIRTY-TWO (32) INCHES FOR A � � BLUE BACKGROUND � BLUE BACKGROUND � 9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH � EXCAVATIONS OR TRENCHES AT LOCATIONS AND AS OFTEN AS MAY BE REQUIRED TO ENSURE ALL DISCERNABLE GRAVITY SEWER DIPS (DEVIATIONS FROM CONTINUOUS POSITIVE VERTICAL - ROUTE SEGMENT LENGTH LESS THAN TWENTY-FOUR (24) INCHES. � �J,J � WITH WHITE � WITH WHITE � RED LETTERING SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ANY PROTECTION OF THE WORK, ANY ADJACENT EXISTING FACILITIES, OR THE PUBLIC. ALIGNMENT) IN EXCESS OF 1/4"ESTIMATED OR ACTUAL DEPTH AND/OR DIPS GREATER THAN 3 LF CONSECUTIVE SEGMENTS OF THIRTY TWO (32) INCHES IN WIDTH MUST "RESERVED" SYMBOL "RESERVED" SYMBOL IN LENGTH SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. BE SEPARATED BY A ROUTE SEGMENT FORTY-EIGHT (48) INCHES ~ TIME 10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED O � � NY NY THE CONTRACTOR SHALL CLEAN UP THE JOB SITE DAILY BEFORE LEAVING THE JOBSITE. ALL MINIMUM IN LENGTH AND THIRTY-SIX (36) INCHES MINIMUM IN WIDTH. CLEAR WIDTH OF AN ACCESSIBLE ROUTE. Z O O Y R�-$ WHITE BACKGROUND R�-$ WHITE BACKGROUND R7-1D �� RUBBISH MUST BE CLEANED UP AND CONSTRUCTION EQUIPMENT MUST BE PROPERLY TAKEN CARE yyATER AND SEWER SEPARATION REQUIREMENTS: � � VAN RED "DOUBLE ARROW" OF AND STORED AT THE END OF THE DAY. MINIMUM 18 INCHES VERTICAL SEPARATION IS REQUIRED BETWEEN WATER MAINS AND ANY EXISTING $• THE MINIMUM CLEAR WIDTH SHALL BE THIRTY-SIX (36) INCHES FOR A 11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR � N � � ACCESSIBLE OR PROPOSED SANITARY AND STORM SEWER AT ALL CROSSINGS, MEASURED OUTSIDE TO OUTSIDE ROUTE SEGMENT LENGTH GREATER THAN TWENTY-FOUR (24) INCHES. ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF Q � �/ � U� O *R7-8a GREEN BORDER CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND SAFETY DURING CONSTRUCTION. OF PIPES, WITH JOINTS EQUIDISTANT FROM CROSSING POINT, PER NY STATE HEALTH DEPARTMENT NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED AT LL � REQUIREMENTS. PARALLEL LINES MUST BE SEPARATED A MIN. OF 10 FEET. 9. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF W � ` GREEN LETTERING THE CONTRACTOR SHALL FURNISH ALL FLAG PERSONS AND SIGNS, DELINEATORS, BARRIERS, AND AN OBJECT THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, � Z Z CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE PARKING ^ Q Q DEVICES NECESSARY FOR TRAFFIC CONTROL DURING ANY EARTH-MOVING OPERATION OR OTHER CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM SPACES � L.L � � W w * w WHERE MINIMUM SEPARATIONS CANNOT BE MET, WITH CASE-BY-CASE-APPROVAL FROM NYS DOH: � ONE OUT OF EVERY SIX � CONSTRUCTION ACTIVITY WHICH INVOLVES PUBLIC HIGHWAYS. APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING Q ACCESSIBLE PARKING SPACES, Q • NEW SEWERS SHALL BE CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS THE TURN, AND FORTY-TWO (42) INCHES MINIMUM, LEAVING THE TURN. 12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE � U } a Z -� o `" BUT ALWAYS AT LEAST ONE, o ALL TRAFFIC SIGNS, CONTROL DEVICES AND INFORMATIONAL ITEMS, IF DISTURBED DURING AND SHALL BE PRESSURE TESTED TO ENSURE WATER TIGHTNESS. w 2.50 GALV. U-POST w •'� w THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. EACH J U� z Q > � MUST BE VAN-ACCESSIBLE z X > 2.50 GALV. U-POST CONSTRUCTION WITHIN CONTRACT LIMIT LINES, SHALL BE RELOCATED AS PER APPROVAL OF • LESS THAN 10 FT. SEPARATION ONLY IF WATER MAIN IS LAID IN A SEPARATION TRENCH OR THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE ACCESS AISLE SHALL BE PROVIDED WITH SIGNAGE READING "NO � � � � EMBEDDED 3�-0�� -- Q � Q Q MUNICIPALITY. ON AN EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT � Q BELOW GRADE z X 2.50 GALV. U-POST � � EMBEDDED 3'-0" TURN IS SIXTY (60) INCHES MINIMUM. PARKING ANYTIME". SIGNS SHALL BE INSTALLED AT A CLEAR HEIGHT � � J � Q o - _ THE BOTTOM OF THE WATER MAIN IS AT LEAST 18" ABOVE THE TOP OF THE GRAVITY SEWER. o� z � � w EMBEDDED 3'-0" a� z BELOW GRADE OF BETWEEN SIXTY (60) INCHES AND EIGHTY-FOUR (84) INCHES J � Z C° � � BELOW GRADE � m RESTORATION OF PAVEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL . WHERE FORCE AND GRAVITY SEWERS PRE-EXIST: THE WATER MAIN SHALL BE INSTALLED 10. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) Q " REPLACE AND RESTORE PAVEMENT WITH MATERIAL TO A CONDITION EQUAL TO OR BETTER THAN ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE � � rA O O � " z o� � z WITHIN A PROTECTIVE CASING PIPE, CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE � `� °,� � PRECONSTRUCTION CONDITIONS. ALL PAVEMENT AND RIGHT-OF-WAY RESTORATION WORK TO BE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDE OF THE SEWER BEING CROSSED OR, INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF TWO ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY C �» � O z HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH Q NOTE: - NOTE: - NOTE: DONE TO THE SATISFACTION OF THE STATE, COUNTY OR LOCAL MUNICIPAL HIGHWAY DEPARTMENT. WHERE PARALLEL, TO A POINT WHERE THE LINES ARE SEPARATED BY 10 FT. C � U � . � SIXTY (60) INCH MINIMUM BY SIXTY (60) MINIMUM SPACE; OR AN BOLLARD PROTECTION. � � USE THIS SIGN WHEN THERE � USE THESE SIGNS WHEN THERE � USE THIS SIGN WHEN THERE CONTRACTOR SHALL RESTORE ALL LAWNS, DRIVEWAYS, WALKS, WALLS, CURBS, FENCES, ETC. TO A � WHERE A WATER MAIN AND/OR WATER WELLS PRE-EXIST AND A FORCE MAIN IS BEING INTERSECTION OF TWO (2) WALKING SURFACES THAT PROVIDE A a m � CONSTRUCTED: THE FORCE MAIN SHALL BE INSTALLED WITHIN A PROTECTIVE CASING PIPE, COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND 13. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND THE IS NO SUPERSEDING LOCAL - IS NO SUPERSEDING LOCAL IS NO SUPERSEDING LOCAL CONDITIONS AT LEAST AS GOOD AS THEY WERE BEFORE BEING DISTURBED. � � = Q Q SIGNAGE REQUIREMENT. � CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS, AND EXTEND 10 FT. MIN. ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES INTERNATIONAL SYMBOL SHALL BE PAINTED BLUE. rI�► � SIGNAGE REQUIREMENT. SIGNAGE REQUIREMENT. ON BOTH SIDES OF THE WATER MAIN BEING CROSSED; WHERE PARALLEL, TO A POINT WHERE MINIMUM BEYOND THE INTERSECTION. � � � � v BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH AGAINST OR NEAR THE LINES ARE SEPARATED BY 10 FT.; OR TO A POINT WHERE THE ENDS OF THE CASING PIPE F. PASSENGER LOADING ZONE NOTES: j � � � Q THEM. SHRUBS AND HEDGES THAT MUST BE REMOVED DURING CONSTRUCTION SHALL BE HEALED ARE 150 FT. MIN. FROM ANY WATER WELL. 11. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE r OR REPLANTED IN AS GOOD A CONDITION AS THEY WERE BEFORE THEIR REMOVAL. ANY DAMAGED 1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP � O O � SIGN TO BE PLACED IN FRONT OF PARKING SPACE SIGN TO BE PLACED IN FRONT OF PARKING SPACE SIGN TO BE PLACED IN FRONT OF ACCESS AISLE ITEMS SHALL BE REPLACED AT THE CONTRACTOR�S EXPENSE. CONTRACTOR TO VERIFY THE ELEVATION OF THE EXISTING WATER MAIN, TO AVOID CONFLICTS, B�ILD NGHCODEC�RD PRINTING�EDITION AS ADOPTED1 BYNNEWNYORK AL J SPACE NINETY-SIX (96) INCHES WIDE MINIMUM AND TWENTY (20) FEET � U) Q NOTE: AS PER NYS BUILDING CODE STANDARDS (NYSBC) LONG MINIMUM. � � } � ADA ACCESSIBLE PARKING SIGNAGE NYSBC POSTS, MAILBOXES, ETC. SHALL BE PROTECTED, OR REMOVED AND REPLACED EXACTLY AS THEY PRIOR TO CONSTRUCTING OTHER UTILITIES. STATE) REQUIREMENTS. � Q � Q WERE BEFORE BEING DISTURBED. DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S 12. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST 2• PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED � Q � � U (n 2 EXPENSE. ALL NEW WATER MAIN WORKS ARE TO BE HYDROSTATICALLY TESTED AT 150 PSIG MIN. (AS gUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ACCESS AISLE THAT IS SIXTY (60) INCHES WIDE MINIMUM AND �O NOT TO SCALE MEASURED AT THE LOWEST POINT) IN ACCORDANCE WITH AWWA STANDARDS: C600-17 FOR ENTRANCES. EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE IT IT MAY BE NECESSARY TO TIE OR HOLD BACK UTILITY POLES DURING CONSTRUCTION. THIS DUCTILE IRON PIPE, MANUAL M23 FOR PVC, AND MANUAL M55 FOR PE. RESULTS TO BE SERVES. DRAWN BY oeR SHOULD BE ACCOMPLISHED IN COOPERATION WITH UTILITY COMPANIES. SUBMITTED TO MUNICIPAL ENGINEER. MODIFICATIONS TO EXISTING WORKS SHALL BE VISUALLY 13. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN CHECK BY oeR TESTED FOR LEAKS UNDER NORMAL WORKING PRESSURE PRIOR TO BACKFILL. ACCESSIBLE ROUTE. IN THE EVENT THAT A DRAINAGE INLET MUST BE 3. ANY ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF ANY OVERLAP THE VEHICULAR WAY. EOP PROJECT NUMBER i�azsa CONTINUOUS LANDING LOCATED ON AN ACCESSIBLE ROUTE, THE GRATE SHALL COMPLY WITH 60�� LENGTH BY AT LEAST EASEMENTS OR R.O.W. AS SHOWN. ALL WATER MAIN WORKS SHALL BE DISINFECTED AND BACTERIOLOGICALLY TESTED IN ACCORDANCE THE ALTERATION oF THESE DOCUMENTS iN nNr wnr. 2010 ADA REQUIREMENTS. �N�Ess �ONE UN�ER THE �/RECi SUPERVISION OF A AS WIDE AS RAMP RUN CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS WITH AWWA STANDARD C651-14 (SEE DISINFECTION PROCEDURE ON WATER DETAIL SHEET). 4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL COMPARABLE PROFESSIONAL, (I.EJ ENG/NEER FOR AN ENGINEER, LANOSCAPE ARCH/TECi FOR A LANOSCAPE RAMP RUN AND A MAX SLOPE OF RESULTS TO BE SUBMITTED TO THE MUNICIPAL ENGINEER. C: RAMP NOTES: BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL ARCH/TECi OR SURVEYOR FOR A SURVEYOR, /S A VIOLAT/ON 1:12 MAX. SLOPE (BOTH DURING CONSTRUCTION (PROPER SHORING, ETC.). DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE aF THE NEw YORK STATE E�UCATION �aw AN�/OR 1:50 (2%� VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT REGULAT10N5 AND/S A CLASS "A" MISDEMEANOR. SIDES OF LANDING) POTABLE WATER MAIN PIPE TO BE: 1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER CURB AND SIDEWALK SIDE SLOPES GREATER THAN 1:3 WILL REQUIRE GUIDE RAILS (1-FOOT VERTICAL, 3-FOOT THAN 5% SHALL BE CONSIDERED A RAMP. PERMITTED. REVISION DATE BY llll llll l lll" PER DETAILS HORIZONTAL). • DUCTILE IRON PIPE, CLASS 52� REVISED PLANS AS PER COE ANO CIN COMMENTS 07/O6/2022 DBR llllllllllll 2. THE MAXIMUM SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM 5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES lllllllll lllllll ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. WHERE POTABLE WATER SERVICE TUBING TO BE: CROSS SLOPE SHALL BE 2.0%. SERVING THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT. R�v�sEo P�nr,s ns aER coE oa�o9�zozz DBR lllllllllllllllllll TYP. ACCESS OR WORK OUTSIDE OF PROPERTY BOUNDARY IS NECESSARY, THE PERMISSION OF • TYPE K COPPER llllllllllllllllllllll AMPED <<<<<<llllllll<<<<<<<<ll SIDE ---------- ADJOINING PROPERTY OWNER MUST FIRST BE OBTAINED. 3. THE CLEAR WIDTH OF A RAMP RUN SHALL BE THIRTY-SIX (36) INCHES 6. VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A iiiiiii<<<<<<<iiiiiiii<<<<< ___________= VEHICLE ROUTE FROM AN ENTRANCE TO THE PASSENGER LOADING i i<<<<<<<llllll --- ----------- ALL PLASTIC WATER MAIN AND WATER SERVICE TUBING SHALL BE BURIED WITH TRACER WIRE MINIMUM, WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE ii 9 ---------------------_ SITE SURVEYOR TO VERIFY ELEVATIONS OF EXISTING ROAD CENTERLINE AND SHOULDER PRIOR TO SECURED TO THE PIPE WITH GORILLA TAPE. BLUE-COLORED #10 BY KRIS-TECH WIRE C0. MAIN CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS. ZONE, AND FROM THE PASSENGER LOADING ZONE TO A VEHICULAR -1/4" REVEAL MAXIMUM=__-- - TRANSITION CURB COMMENCING WORK. CONTRACTOR IS TO CONFIRM THIS WITH SITE SURVEYOR. BRANCHES AND SERVICE CONNECTIONS SHALL BE MADE WITHOUT CUTTING THE MAIN WIRE, USING EXIT SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF ONE a _ 1:2 BEVELED UP 3-WAY DIRECT-BURY LUGS WITH SILICONE GEL ENCAPSULATOR. SPLICES AT ROLL ENDS SHALL 4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES HUNDRED FOURTEEN (114) INCHES MINIMUM. -- -� -_-_-__-- WHERE APPROPRIATE, SITE LAYOUT AND GRADING WORK SHALL BE COMPLETED BY A LICENSED gE MECHANICALLY AND ELECTRICALLY FASTENED BY TYING WIRE IN A KNOT AND CONNECTING MAXIMUM. PROFESSIONAL ENGINEER OR LAND SURVEYOR. LANDSCAPE ARCHITECT SHALL APPROVE ALL EXPOSED CONDUCTORS IN SILICONE GEL TWIST ENCAPSULATORS. DIRECT-BURY TRACER WIRE G. ACCESSIBLE ENTRANCE NOTES: GRAVEL SUBBASE LAYOUT WORK PRIOR TO CONSTRUCTION. CONNECTORS SUCH AS DRYCONN CONNECTORS BY COPPERHEAD INDUSTRIES, LLC. TRACER WIRE 5. EDGE PROTECTION COMPLYING WITH 2O10 ADA AND THE 2015 1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY 2010 � AS PER PLAN SHALL BE BROUGHT UP 12" MIN. ABOVE GRADE ON THE OUTSIDE OF ALL HYDRANTS, GATE & INTERNATIONAL BUILDING CODE (3RD PRINTING EDITION AS ADOPTED BY ADA AND THE 2015 INTERNATIONAL BUILDING CODE (3RD PRINTING r�i CONTRACTOR TO NOTIFY ENGINEER AFTER ROUGH GRADING IS COMPLETED. FINISH GRADES TO BE CURB BOXES. NEW YORK STATE) REQUIREMENTS SHALL BE PROVIDED ON EACH SIDE u� ADJUSTED IN THE FIELD AFTER INITIAL GRADING IS COMPLETED. ALL CHANGES IN PROPOSED OF RAMP RUNS AND ON EACH SIDE OR RAMP LANDINGS. EDITION AS ADOPTED BY NEW YORK STATE) REQUIREMENTS. a; CHANGE IN DIRECTION LANDING GRADES TO BE APPROVED BY OWNER AND ENGINEER. M 60" LENGTH BY 60" WIDTH ALL WATER PIPE SHALL HAVE 6-INCH WIDE, BLUE-COLORED PLASTIC WATER UTILITY I.D. MARKING 2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH 2O10 0 MIN. AND A MAX SLOPE OR ALL AREAS OF THE SITE WHICH ARE DISTURBED AND NOT PAVED SHALL BE TOPSOILED AND TAPE BURIED ON TOP OF THE COMPACTED INITIAL PIPE BACKFILL, 12" MIN. ABOVE THE PIPE. 6. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, ADA AND THE 2015 INTERNATIONAL BUILDING CODE (3RD PRINTING cu MANEUVERING CLEARANCES REQUIRED BY 2010 ADA AND THE 2015 n, 1:50 (2%) SEEDED. INTERNATIONAL BUILDING CODE (3RD PRINTING EDITION AS ADOPTED BY EDITION AS ADOPTED BY NEW YORK STATE) REQUIREMENTS, AND N ALL WORK DONE SHALL BE IN CONFORMANCE THRUST BLOCKING TO COMPLY WITH THE MUNICIPAL STANDARDS. THRUST BLOCKS TO BE NEW YORK STATE) REQUIREMENTS SHALL BE PERMITTED TO OVERLAP SHALL BE ON ACCESSIBLE ROUTES. WITH A.D.A. STANDARDS AND NYSBC. ALL PHYSICAL FEATURES INCLUDING SIDEWALKS, CURBING, DECKS, LAMPS, STAIRS, ETC. WITHIN CAST-IN-PLACE CONCRETE MIN. 3,000 PSI (SEE DETAIL). THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO o FIVE FEET OF EXTERIOR BUILDING WALLS AND CANOPY OVERHANGS ARE TO BE CONSTRUCTED PER 3. REFER TO ARCHITECT'S PLANS FOR ALL BUILDING ENTRANCE DESIGNS 3 RAM P I N SI DEWALK LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE m ARCHITECTURAL PLANS. IT IS NOT THE INTENT OF THESE DOCUMENTS TO ADDRESS SUCH ALL STORM SEWER PIPE TO BE DUAL WALL HIGH-DENSITY POLYETHYLENE WITH SMOOTH INTERIOR SIZED TO PROVIDE A COMPLIANT TURNING SPACE. AND ACCESSIBLE COMPATIBILITY. ¢ DETAILS, WHICH ARE SHOWN ONLY FOR THE PURPOSE OF CONTINUITY BETWEEN THE SITE PLAN AND ANNULAR CORRUGATED EXTERIOR. PIPE JOINTS ARE TO BE SILT-TIGHT WITH EITHER AND THE ARCHITECTURAL PLANS. �O NOT TO SCALE INTEGRAL BELL & SPIGOT JOINTS WITH RUBBER GASKETS MEETING ASTM F477, SILT-TIGHT 7. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. m PREMIUM BAND COUPLERS WITH RUBBER GASKETS OR STANDARD BAND COUPLERS WRAPPED WITH LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2.0� IN ANY D. BRIEN RAGONE PROVISIONS FOR STORMWATER COLLECTION AND DRAINAGE PERTAINING TO THE ROOF AND TO NON-WOVEN GEOTEXTILE FABRIC 4-FEET WIDE AND OVERLAPPED AT EACH END. WATERTIGHT DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE � PORT PHYSICAL FEATURES WITHIN FIVE FEET OF THE EXTERIOR BUILDING WALLS AND CANOPY JOINTS ARE REQUIRED WHERE PE PIPE IS SPECIFIED FOR SMA BASIN INLET PIPE AND FITTINGS. AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING L.A. #002135 `�' CHARGER OVERHANGS ARE THE RESPONSIBILITY OF THE ARCHITECT. CLEAR LENGTH SHALL BE SIXTY (60) INCHES LONG MINIMUM. RAMPS � cu � ALL VERTICAL GRADE CHANGES GREATER THAN 30 INCHES SHALL BE PROVIDED WITH SAFETY CATCH BASIN GRATES ARE TO BE BICYCLE SAFE. THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A ; CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM. � BARRIERS AS PER NYS BUILDING CODE (FENCES, RAILINGS, ETC. PER OWNER). Q THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS DOES NOT IMPLY ANY CONTRACT WITH, � BTC POWER, SINGLE PORT COMMERCIAL OR OBLIGATION FOR, PERFORMING ANY OR ALL MUNICIPALITY, COUNTY, OR STATE REQUIRED $• RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES OR A � CHARGING STATION PEDESTAL MOUNT BY PRELIMINARY PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS ASSUME EXISTING SUBGRADE HORIZONTAL PROJECTION GREATER THAN SEVENTY-TWO (72) INCHES CONSISTS OF CLEAN, GRANULAR MATERIAL (SAND & GRAVEL) AND THAT THERE IS NO WATER INSPECTIONS DURING THE COURSE OF CONSTRUCTION OR PURSUANT TO OBTAINING CERTIFICATE OF v, OWNER. OCCUPANCY. SUCH INSPECTION SERVICES, IF PERFORMED BY THIS OFFICE, SHALL BE ESTABLISHED SHALL HAVE HANDRAILS ON BOTH SIDES COMPLYING WITH 2O10 ADA W TABLE INTERFERENCE. PRIOR TO CONSTRUCTION, THE PROJECT OWNER SHALL HAVE THE EXISTING AND THE 2015 INTERNATIONAL BUILDING CODE (3RD PRINTING EDITION w SUBGRADE CONDITIONS EVALUATED BY A GEOTECHNICAL ENGINEER, WHO SHALL DETERMINE FINAL BY SEPARATE CONTRACT. _ PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS. THE OWNER ASSUMES ALL RESPONSIBILITY FOR AS ADOPTED BY NEW YORK STATE) REQUIREMENTS. � 6.6' PAVEMENTS AND SIDEWALKS CONSTRUCTED WITHOUT A FINAL DESIGN, SHOULD HE CHOOSE NOT TO IN THE EVENT THAT THE CONSTRUCTION STAKEOUT AND INSPECTION OF THE WORK IS NOT �^ 9. FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM � SIDEWALK OR AS PER HIRE A GEOTECHNICAL ENGINEER. PERFORMED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP (EDP), EDP WILL NOT BE HELD AND SLIP RESISTANT. � PLAN RESPONSIBLE FOR ANY ERRORS, OMISSIONS, COSTS, EXPENSES OR LIABILITY OF WHATEVER KIND a ROADWAYS AND UNDERGROUND UTILITY FILL AREAS SHALL BE CONTROLLED FILLS PREPARED IN AND NATURE RESULTING FROM FIELD CHANGES AND/OR ERRORS WHICH EDP WOULD OTHERWISE 10. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR m GENERAL ACCORDANCE WITH NYSDOT STANDARD SPECIFICATIONS 203, EXCAVATION AND HAVE HAD AN OPPORTUNITY TO CHECK AND CORRECT WERE THEY IN A POSITION TO CONTROL OBSTRUCTION BY PARKED VEHICLES. -o EMBANKMENT. THE PROJECT THROUGH STAKEOUT AND INSPECTION. +� TOPSOIL, SEED O O O O O O O 11. CURB RAMPS SHALL HAVE A TWENTY-FOUR (24) INCHES DEEP � AND MULCH O O O O O O O DETECTABLE WARNING FILL AREAS SHALL BE STRIPPED OF SOD, TOPSOIL AND UNSUITABLE MATERIAL AND BE CLAIMS MADE AGAINST CONSULTANT FOR SURVEY STAKEOUT ERRORS WILL BE HONORED ONLY IF DETECTABLE WARNING COMPLYING WITH 2O10 ADA, EXTENDING THE m (TYP.) STRIP AS PER DETAIL MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH NYSDOT 3 CONSULTANT IS NOTIFIED FOR VERIFICATION OF THE ERROR IMMEDIATELY UPON DISCOVERY AND FULL WIDTH OF THE RAMP. REFER TO DETECTABLE WARNING DETAILS � � CONCRETE CURB 203-3.03.A. , PER DETAIL BEFORE ANY CONTROL STAKES ARE DISTURBED. IF, AFTER VERIFICATION, IT IS DETERMINED THAT AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES. ,n NO STAKEOUT ERROR OCCURRED, THE CLIENT SHALL REIMBURSE THE CONSULTANT FOR SCALE: � FILLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYSDOT 230-3.03.6, EMBANKMENTS. ADDITIONAL EXPENSES INCURRED FOR SUCH VERIFICATION. AS NOTED / COMPACTION AND LIFT THICKNESS SHALL BE IN ACCORDANCE WITH NYSDOT 230-3.03.C. 0.65" 1.6-2.4" � I - - - - EV PARKING � UNDERWATER AREAS SHALL BE FILLED WITH SELECT GRANULAR FILL. (16.5mm)MIN. (41-61 mNrrd�E. S SPACE ALL ERRORS, OMISSIONS AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE WARNING SURFACE m , i I-I I I-I I I-I I I-I I I- CONTROLLED FILL SHALL BE WITH SELECT GRANULAR MATERIAL WITH GRADATION: 100% PASSING ENVIRONMENTAL DESIGN PARTNERSHIP IMMEDIATELY UPON DISCOVERY, OTHERWISE, THE SHALL CONTRAST ;, a ENVIRONMENTAL DESIGN PARTNERSHIP WILL ACCEPT NO RESPONSIBILITY. VISUALLY WITH � DETECTABLE WARNING SURFACES AT d -�i I-I I I- I I-I I I-I I - I I PAVEMENT PER COLOR WHITE TO MATCH 4" SIEVE, 0-70% PASSING #40 AND 0-12% PASSING #200 AND MEET NYSDOT STD SPEC 733-11. O O E 3 � DETAIL M.U.T.C.D. STANDARDS ADJACENT WALKING a PLATFORM BOARDING EDGES SHALL BE 24 NOT FOR � FILLS SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" LOOSE THICKNESS AND SHALL BE N� a SURFACES EITHER INCHES WIDE AND SHALL EXTEND THE o 0 o MECHANICALLY COMPACTED TO 95% MINIMUM OF THE MAXIMUM ASTM SPECIFICATION D1557 INSPECTION SERVICES BY THE ENVIRONMENTAL DESIGN PARTNERSHIP ARE NOT SUPERVISORY. � ! � � DENSITY (MODIFIED PROCTOR). ALL CONTROLLED FILL SHALL BE FREE OF ORGANIC, CLODS AND�OR ACCORDINGLY, THE ENVIRONMENTAL DESIGN PARTNERSHIP CAN NEITHER GUARANTEE THE LIGHT-ON-DARK `Oa FULL LENGTH OF THE PUBLIC USE AREAS CONSTRUCTION 4 FROZEN MATERIALS PERFORMANCE OF THE CONSTRUCTION CONTRACTS BY CONTRACTORS NOR ASSUME RESPONSIBILITY OR O O O OF THE PLATFORM. S TOPSOIL (4" MIN) REFER � � \\ FOR THE CONTRACTOR'S FAILURE TO FURNISH AND PERFORM WORK IN ACCORDANCE WITH THE DARK-ON-LIGHT. � TO DETAIL. o o a o 0 0 o CONTRACT DOCUMENTS. TOP DIAMETER OF 50-60% 0.2" PB# 2019 0319 � a EMBANKMENT SUBGRADE AREA (TWO FEET BELOW SUBGRADE ELEVATION) SHALL BE CONSTRUCTED OF BASE DIAMETER IN ACCORDANCE WITH NYSDOT 230-2.02.6., SELECT BORROW AND SELECT FILL, COMPACTED PER O O O O �(5.1 mm) o � � � � � � �'� 203-3.03.C. CONTRACTOR SHALL OBTAIN A PERMIT FROM SARATOGA COUNTY SEWER DISTRICT N0. 1 PRIOR TO CAST-IN-PLACE IRON ti CONSTRUCTION OF ANY PROPOSED SANITARY SEWER LINES AND FOLLOW ALL PERMIT PROCEDURES PLATES BY NEENAH SHEET TITLE: T � � � � � � ALL AREAS OF THE SUBGRADE SURFACE WITHIN THE ROADWAY OR OTHER PAVEMENT AREA LIMITS DURING CONSTRUCTION. APPROV DD EQUAL O O O O BASE DIAMETER OF � COMPACTED CRUSHED SHALL BE PROOF-ROLLED, WITH UNSTABLE AREAS CORRECTED TO THE SATISFACTION OF THE � DE�AIL SUBBASE AS PER � � � � � � � � � ENGINEER, PRIOR TO PLACEMENT OF SUBBASE MATERIALS, BOTH EMBANKMENT AND CUT AREAS, IN .09-1.4" (23-36 MM) SITE DETAILS a' ACCORDANCE WITH NYSDOT 203-3.03.D & 203-3.02.C. � o�� - I- ��I I I-_ DETECTABLE WARNING FILL SPECIFICATIONS ARE CONSIDERED MINIMAL AND ARE SUBJECT TO CHANGE UPON DISCOVERY 6 DETECTABLE WARNING STRIP � -I I I-I I I-I I I-I I I-I I I-I I I- O O O O O O O OF UNFAVORABLE SITE SOIL CONDITIONS AND/OR BY A GEOTECHNICAL ENGINEER RETAINED BY THE NOT TO SCALE � � 1.0' � STRIP AS PER DETAIL �O ii-i i i-i i i-i i i-i i i-i i i- O O O O O O O OWNER/ DEVELOPER. ELE�/ATION �/IEW SHEET: o Approved by the Saratoga Springs Planning Board under authority of a resolution � PORT CHARGER SIDEWALK OR AS PER � PLAN �, i 4 CHARGING STATION 5 CROSSWALK STRIPING DETAIL adopted 10 of 12 � 0 Chairperson: Date � �O NOT TO SCALE �Q NOT TO SCALE c¢i, � � STORMTECH GENERAL NOTES. NSPECTION PORT 40 PVC PIPE FOR �85.4" INSTALLED� COVER ENTIRE ROW WITH Z � � INSPECTION PORT (SEE STORMTECH SC-740 MIRAFI 160N NON-WOVEN � N � INSPECTION PORT DETAIL) GEOTEXTILE (OR EQUAL) � o. 1. STORMTECH REQUIRES INSTALLING CONTRACTORS TO USE AND UNDERSTAND 6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND PERIMETER MUST SC-740: 8' WIDE STRIP V) � STORMTECH'S LATEST INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION OF SC-310: 5' WIDE STRIP 1 W J o� SYSTEM INSTALLATION. STORMTECH'S INSTALLATION INSTRUCTIONS. Q J } � 3 2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS INSTALLATION CONSULTATIONS 7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW REQUIREMENTS AS 5 4 J � Z TO INSTALLING CONTRACTORS. CONTACT OUR TECHNICAL SERVICES INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION Y = a = REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO INSTRUCTIONS. iIIIIII R ARRANGE A PRE-INSTALLATION CONSULTATION. OUR REPRESENTATIVES CAN OVERLAP NEXT CHAMBER HERE I-IIII Z (/� a THEN ANSWER QUESTIONS OR ADDRESS COMMENTS ON THE STORMTECH 8. THE CONTRACTOR MUST REFER TO STORMTECH'S INSTALLATION INSTRUCTIONS III-II � � c CHAMBER SYSTEM AND INFORM THE INSTALLING CONTRACTOR OF THE (OVER SMALL CORRUGATION) FOR A TABLE OF ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF -111- /� W W � MINIMUM INSTALLATION REQUIREMENTS BEFORE BEGINNING THE SYSTEM'S COVER. THIS INFORMATION IS ALSO AVAILABLE AT STORMTECH'S WEBSITE: IIIii I� = CONSTRUCTION. CALL 1-888-892-2694 TO SPEAK TO A TECHNICAL SERVICES WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING I �BUILD ROW IN q q � Z V REPRESENTATIVE OR VISIT WWW.STORMTECH.COM TO RECEIVE A COPY OF OUR VEHICLES THAT EXCEED STORMTECH'S REQUIREMENTS FROM TRAVELING I�90.7'� ACTUAL� THIS DIRECTION -- - - -- - Z � �cv INSTALLATION INSTRUCTIONS. /� � 0 �� ACROSS OR PARKING OVER THE STORMWATER SYSTEM. TEMPORARY FENCING, � - �n WARNING TAPE AND APPROPRIATELY LOCATED SIGNS ARE COMMONLY USED - � � Q o M 3. STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT DESIGN TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING SENSITIVE �A� A� � � �^ (A S P H A L T, C O N C R E T E P A V E R S, E T CJ:M I N I M U M C O V E R I S 1 8° [4 5 7 m m] N O T C O N S T R U C T I O N A R E A S. _ _ _ _ _ = Z � INCLUDING PAVEMENT; MAXIMUM COVER IS 96" [2438 mm] INCLUDING - � STORMTECH END CAP � W �v PAVEMENT. FOR INSTALLATIONS THAT DO NOTINCLUDE PAVEMENT, WHERE 9. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT CONTROL MEASURES � � �_ RUTTING FROM VEHICLES MAY OCCUR, MINIMUM REQUIRED COVER IS 24" [610 TO PROTECT THE STORMWATER SYSTEM DURING ALL PHASES OF SITE mm], MAXIMUM COVER IS 96" [2.438 m]. CONSTRUCTION PER LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATIONS. o � � 30" I I 2 LAYERS OF MIRAFI 600X WOVEN GENERAL NOTES: 4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER 10. STORMTECH PRODUCT WARRANTY IS LIMITED. SEE CURRENT PRODUCT � GEOTEXTILE (OR EQUAL) BETWEEN 1) GENERAL ARRANGEMENT DRAWINGS ONLY 2 � � (V FOUNDATION MATERIALS BEARING CAPACITIES TO THE DESIGN ENGINEER. WARRANTY FOR DETAILS. TO ACQUIRE A COPY CALL STORMTECH AT FOUNDATION STONE AND CHAMBERS 2) THE DIAMETER OF THE INLET AND OUTLET PIPES MAY BE � Q 1-888-892-2694 OR VISIT www.STORM7ECH.COM B SC-740: 5'-6" WIDE STRIP I C NO MORE THAN 24" PLAN VIEW (V 5. AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE (MIRAFI 600X) MUST BE SC-310: 4'-0" WIDE STRIP Ln USED AS INDICATED IN THE PROJECT PLANS. 51�� 3) SEE SHEETS 6 - UTILITY PLAN FOR INVERT IN AND OUT, � M .. BYPASS MANHOLE AND FINAL CONFIGURATION OF WATE � � NOMINAL CHAMBER SPECIFICATIONS � STO R MTEC H I S O�/ `TO R R OW P R 0 FI LE QUALITY UNITS 5 3 2 4 ` � J STORMWATER CHAMBER SPECIFICATIONS: SIZE (w x H x INSTALLED LENGTH) 51.0" x 30.0" x 85.4" 4) MULTIPLE INLET PIPES POSSIBLE (REFER TO PROJECT � CHAMBER STORAGE 45.9 CUBIC FEET 1 1 N❑T T❑ SCALE PLAN) MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET 5) INLET/ OUTLET PIPE ANGLE CAN VARY TO ALIGN WITH O a � 1. CHAMBERS SHALL BE STORMTECH SC-740, SC-310 OR APPROVED EQUAL. WEIGHT 75 Ibs. DRAINAGE NETWORK (REFER TO PROJECT PLANS) � VARIES - SEE PLAN 6) PEAK FLOW RATE AND MINIMUM HEIGHT LIMITED BY Q Q 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS TESTED USING ASTM STANDARDS. STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" AVAILABLE COVER AND PIPE DIAMETER � � 3. CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC STUBS AT TOP OF EN� CAP FOR PART NUMBERS ENDING WITH "T" � 7) LARGER SEDIMENT STORAGE CAPACITY MAY BE PROVIDED CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". WITH A DEEPER SUMP DEPTH PART# STUB A B C 8' ADS N-12 � Q 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS. SC740EPE06T 6" 10.90" 18.50" N/A OUTLET PIPE oappN �RpN � (SEE PLANS , ' '"�A 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD SC740EPE06B 6" 10.90" N/A 0.50" EP5 , __ "s FOR LOCATION) �- � � � FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND SC740EPE08T 8" 12.20" 16.50" N/A 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. �� ' a o 0 0 - SC740EPE08B 8" 12.20" N/A 0.60" � a o 0 0 0 0 0 0 � 6. ONLY CHAMBERS THAT ARE APPROVED BY THE ENGINEER WILL BE ALLOWED. THE CONTRACTOR SHALL SUBMIT (3 SETS) OF THE FOLLOWING TO SC740EPE10T 10" 13.40" 14.50" N/A � a o❑ �o o n Z �/� THE ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: SC740EPE10B 10" 13.40" N/A OJO° ❑o o�o o❑ � VJ ❑0000000000❑ - � SC740EPE12T 12" 14.70" 12.50" N/A ❑ ❑ a. A STRUCTURAL EVALUATION BY A REGISTERED STRUCTURAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE � � � AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET. THE 50-YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2922 MUST SC740EPE12B 12" 14J0" N/A 1.20" ° -_ _ ° W BE USED AS A PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. ISOLATOR ROW = � � �/� ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACE� AT BOTTOM OF END CAP SUCH THAT THE / (SEE DETAIU v a o 0 0 0 0 0 0 0 o v 5 VJ 7. CHAMBERS SHALL BE PRO�UCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL / a o 0 0 0 0 0� G �/\ INFORMATION CONTACT STORMTECH AT 1-888-892-2694. �� O VJ 8. ALL DESIGN SPECIFICATIONS FOR CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST DESIGN MANUAL. � *FOR THE SC740EPE24B THE 24" STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1' MINIMUM -� � ' ` t M 9 5 p � 9. THE INSTALLATION OF CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST INSTALLATION INSTRUCTIONS. 1.75". BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING (TYPICAL ALL SIDES) ° c � „ ° '^ SITS LEVEL. INSPECTION PORTS � � V (SEE DETAIL) NOTE: ALL DIMENSIONS ARE NOMINAL � z � 3 STO R MTEC H TEC H N I CAL S P EC I FI CATI 0 N S / � GRADEORINGSABY OTH RSCOVR QUI ED LUDED� � � � 11 N❑T T❑ SCALE � z O O O CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH Y ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL WQU/{1,2,3,4 PARTS LIST W N � LL � CHAMBERS SHALL MEET ASTM F2922 "STANDARD DESIGN OF THERMOPLASTIC CORRUGATED WALL SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED STORMWATER COLLECTION CHAMBERS". VARIES - ITEM DESCRIPTION SIZE Q � �/ � � O WALL STORMWATER COLLECTION CHAMBERS" � �� N Y L O P L A S T 1 2"[3 0 0 mm] I N L I N E D R A I N SEE PLAN 1 P R E C A S T M A N H O L E (B Y H Y D R O V I A 36 in �n W z Z � BODY W/12" 300 mm SOLID HINGED 4" [100 mm SCHED 40 SCREW-IN CAP LIMITS OF STONE PRECASTER) SECTION A-A �� ^ � � w SELECT GRANULAR MATERIAL � � � � L.� COVER AND FRAME (SEE NYLOPLAST CONCRETE COLLAR 2 INTERNAL COMPONENTS (PRE-INSTALLED) n/ U Q � Z DWG#7003-110-044 FOR PAVED �y NYSDOT #2 COARSE AGGREGATE APPLICATIONS/SEE DWG#7003-110-045 PAVEMENT OR TOPSOIL STORMTECH sc-74o 3 FRAME AND COVER (ROUND) 30 in J � a } FINISHED GRADE FOR UNPAVED APPLICATIONS) CHAMBERS (NUMBER OUTLET PIPE (SUPPLIED BY CONTRACTOR) � H J � ~ MPERMEABLE LINER EXTEND 4 12 in F R O M 4" B E L O W F I N I S H E D VARIES SEE PLANS) J � Z GRADE TO 6" BE�Ow 6" MIN. 5 INLET PIPE (SUPPLIED BY CONTRACTOR) 12 in � � � � OL � BOTTOM OF STONE, TYP. � 96�� MAX. � � a X " 5 � O r O 18" MIN.* X � ` — � � I I -- -_ _ _ _---- - r, . MIRAFI 160N NON-WOVEN �I I I I I .f�'� �, 6 4�� [100 mm] SCHED 40 PVC PLACE MINIMUM 12.5' OF X X m � v GEOTEXTILE (OR EQUAL) � ; 96��[2438 mm] 18��45,m�,,, � AASH TO M 288 CLASS , X � g H YD R 0 I N TE R N A TI 0 N A L FI R S T D E FE N D E R WQ U � � c� = Q Q ALL AROUND #2 STONE - I � � • � � MAX. WOVEN GEOTEXTILE (MIRAFI X MIN. 4" 100 mm SCHED 40 PVC COUPLING 600X) OVER BEDDING STONE X X I W � 30" � � ] � � NOT TO SCALE � � 0 0 0 0 o FOR SCOUR PROTECTION AT X 2 LF 18" ADS — � � � � O � II II II SG740 CHAMBER 8�� 4�� [100 mm] SCHED 40 PVC ALL CHAMBER INLET ROWS X N-12 AT 0.0% � � � I ,. 12� MIN. �� 203 mm � X k #4 BAR @ 6�� O.C. � � O O Q ( -I I IIII I I � L � � /X HEAVY DUTY FRAME EACH WAY WITH � �/ AND GRATE - �� ADDITIONAL #4'S � � O � I ' -I I I I I II I I I I I I I I I I I II I I I I II I I I I II I I II I I I I II I I I I II I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - N Y S D O T#2 C O A R S E A G G R E G A T E C A M P B E L L N 0. 2 8 1 6 B �� F R A M E T O B E M O R T A R E D A R O U N D O P E N I N G - Q I -� -, illl��lll�„III III JII III III III iii i II I I lii- " �� SC-740 END CAP I I I I IO R A P P R O V E D o0 00000000 0�' TO TOP OF CATCH BASIN � � � � � � U (J� II III EQUAL o000000 0 0 0 0 0 0 (BICYCLE-SAFE) �o�o�o�o� 3 �� 00000 �� DRAWN 8Y DBR DESIGN ENGINEER RESPONSIBLE FOR ENSURING THE CORE 4.5�� [114 mm] f1� HOLE IN � : .� � • . . 6" MIN. 51" 12" MIN. `_� . , CHECK ev oeR REQUIRED BEARING CAPACITY OF SUBGRADE SOILS CHAMBER(4.5�� HOLE SAW REQ�D� CONCRETE COVER STM MH PRECAST TO FIT 6 s 2�-6�� 6" 4�—�" EDP PROJECT NUMBER 174264 �O �Z MANIFOLD MIN. I.D. MIN. I.D. me ALTERATION OF TNESE OOCUMENTS lN ANY WAY. MIRAFI 160N NON-WOVEN �O STUB PIPES (SOLID COVER W/WORD GRATE UNLESS QONE UN�ER THE �IRECT SUPERVIS/ON OF A COMPARABLE PROFE55/ONAL, (l.E.) ENGINEER FOR AN NOTES: (TYPICAL) "STORM" CAST IN) ENG/NEER, LANOSCAPE ARCHITECT FOR A LANOSCAPE GEOTEXTILE (OR EQUAL) �Z ADS N-12 A STORM SEWER PIPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, /S A VIOLATION 1. PROVIDE 24" MINIMUM SEPARATION FROM MOTTLING OR GROUNDWATER TO THE BOTTOM OF THE STONE. TF & 12" INV VARIES SEE TO BE MORTARED oF n;E New YORK SiATE E�UCAT/ON �aw AN��OR TO STM MH PLAN FOR ELEVATIONS O REGULAT/ONS ANO/S A CLASS "A" MISOEMEANOR. 2. THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN IN PLACE SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. CONNECTION DETAIL � * REVISION DATE BY NTS 6„� ..• REVISEO PLANS AS PER CDE AND CITY 07/06/2022 DBR � . . _ COMMENiS � STO R MTEC H TYP I CAL S ECTI 0 N 4 STO R MTEC H I N S P ECTI 0 N PO RT � STO R MTEC H SYSTEM LAYO UT � � � � *12�� MIN. SUMP REQUIRED - • s REVISED PLANS AS PER CDE o8,o9,2az2 oaR A—A' B—B' 1 1 N❑T T❑ SCALE 1 1 N❑T T❑ SCALE 1 1 N❑T T❑ SCALE � � 8"-�2" TYPE 2 CRUSHED sroNE � B ON UNDISTURBED SUBGRADE OR ADDITIONAL o /�' FOUNDATION STONE A.O.B.E. ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 AND SC-310 CHAMBER SYSTEMS PLACE MINIMUM 12.5' OF AASHTO M288 CLASS 1 WOVEN S E C TI O N S N.T.S. GEOTEXTILE OVER BEDDING STONE FOR SCOUR � MATERIAL LOCATION DESCRIPTION AASHTO M43 COMPACTION/DENSITY REQUIREMENT PROTECTION AT ALL CHAMBER INLET ROWS O DESIGNATIONcu SYM. DESCRIPTION ELEVATION � CONCRETE — 4000 PSI @ 28 DAYS � sroRMrECH CHAMBERS � 5�°�� MIN. REINFORCMENT — 6x6 — 10�10 WWM � FILL MATERIAL FOR LAYER D STARTS NATIVE SOILS, OR PER ENGINEER'S ISOLATOR ROW A ` B An SIZE OF MANIFOLD (INCHES) 12�� N6\ / � ALL FOUR SIDES AND BOTTOM N FROM THE TOP OF THE C LAYER TO THE N/A PREPARE PER ENGINEER'S PLANS. ^� ^� B cu BOTTOM OF TOPSOIL. PLANS. ' �� ` �1�� (CONFORM TO ASTM STD. A-615) INVERT OF MANIFOLD NOTES: N � � 1.) SHOP DRAWING REQUIRED TO BE SUBMITTED TO AND APPROVED BY THE CITY ENGINEER. AA VARIES 3, 357, 4, 467, 5, BEGIN COMPACTION AFTER 12" [305 mm] OF - - � 2.� ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. o MATERIAL OVER THE CHAMBERS IS REACHED. � �� SIZE OF STUB PIPE UNCHES) HIGHWAY LOADING H-20. FILL MATERIAL FOR LAYER C STARTS 56, 57, 6, 67, 68, 10" 3. CATCH BASIN JOINTS TO BE MORTARED USING NON-SHRINK GROUT � FROM THE TOP OF THE EMBEDMENT SELECT GRANULAR MATERIAL 7, 78, 8, 89, 9, 10 COMPACT ADDITIONAL LAYERS IN 6° [152 mm] � ) Q STONE (B LAYER) TO 18° [457 mm] LIFTS TO A MIN. 95% STANDARD PROCTOR DENSITY � ABOVE THE TOP OF THE CHAMBER tzi. ROLLER GROSS VEHICLE WEIGHT NOT TO \ , Bg INVERT OF STUB PIPE VARIES o� OB EXCEED 12,000 Ibs [53 kN]. DYNAMIC FORCE NOT D. BRIEN RAGONE � TO EXCEED 20,000 Ibs [89 kN]. 18" HDPE PIPE� O SIZE OF MANHOLE (FEET) �O PRECAST CATCH BASIN CITY DETAIL ST— T � EMBEDMENT STONE SURROUNDING THE NO COMPACTION REQUIRED. C 4.0 Oq CHAMBERS FROM THE FOUNDATION STONE NYSDOT #2 AGGREGATE 3, 35, 4, 467, 5, L.A. #002135 � 11 NOT TO SCALE �, 56, 57 INVERT 12" PIPE TO ISOLATOR ROW i (A LAYER) ro THE C LAYER ABOVE. � \ CC VARIES 24" I.D. HEAVY DUTY CAST IRON FRAME 8c 2'-O" INSIDE DIA. CONCRETE Q � GRATE, PATTERN N0. R-2556 TYPE G FLAT GRADE EXTENSION(S) 8" FOUNDATION STONE BELOW CHAMBERS PLATE COMPACT IN MAXIMUM 9" LIFTS A MINIMUM � FINISHED GRADE � FROM THE SUBGRADE UP TO THE FOOT NYSDOT #2 AGGREGATE 3, 35, 4, 467, 5, � BOTTOM OF STONE ELEVATION VARIES GRATE BY NEENAH FOUNDRY C0. OR APPROVED WALL THICKNESS. SEAL ALL ti (BOTTOM) OF THE CHAMBER. 56, 57 OF THREE (3l PASSES. � �� EQUAL. 8" STRAIGHT-TYPE FRAME WITH ROUND (PITCH TO GRATE) GRADE EXTENSION JOINTS, � � FLANGE. GRATE TO BE BICYCLE SAFE. INCLUDING TOP SLAB, AND � O BOTTOM OF CHAMBER ELEVATION W EE VARIES FILTER FABRIC TO BE INSTALLED & C.I. FRAMEWITH �" MIN. _ PLEASE NOTE: � MINIMUM COVER (18" FROM TOP OF CHAMBER TO BASE MAINTAINED BETWEEN FRAME AND GRATE THICKNESS CEMENTITIOUS v� i O UNTIL CONTRIBUTING AREA IS STABILIZED STRUCTURAL GROUT (7,200 �v, 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 / FF OF PAVEMENT / 24" IF UNPAVED) 18 PSI MIN.� SUCH AS o STONE WOULD STATE: �CLEAN, CRUSHED, ANGULAR N0. 4 (AASHTO M43) STONE. � / \�� /\ /,� � ,�\�\ � � a MAXIMUM COVER (96" FROM TOP OF CHAMBER 6�� TOPSOIL � /\ QUICKRETE NON-SHRINK C' MANHOLE A B � TO FINISHED GRADE) 96 BACKFILL WITH CLEAN PRECISION GROUT (P/N � 0 1585-00) O.A.E � � WELL-GRADED SAND, � MAXIMUM FINISHED GRADE ELEV. ASTM CLASS 2 z APPLY NON-SHRINK GROUT � 8" � FILLET. � FILTER FABRIC 8" FLAT TOP SLAB W/ o� O 96�� MAX. MINIMUM FINISHED GRADE ELEV. - FF OVERLAP, TYP. I—I I � 2�-0�� I.D. OPENING � Q_ _ _ _ = _ �r =� � �— � �—� � � 0 18'� MIN. STORMTECH CHAMBERS ISOLATOR ROW 6" PEA a ej a I I I I I SCALE: i 6 e° srue PIPE TOP OF STONE GRAVEL, TYP. - • 8" 8�� - AS N OTE D °i 0 6" PVC SDR-35 O iNVERr� PERFORATED PIPE -III � � ' 24" � � — 6" PEA + COARSE TO MEDIUM I—I I GRAVEL, TYP. °i � GRANULAR SAND p 5� =I�� '� 8� DIA. PERFORATED 3 � 4'-0" DIA. � �= o o � ' a a DRYWELL SECTIONS. 4" WALL NOT FOR d _ —= __ -- -- -- -- A-- — -- �N. � \ I N� — — � � ��-I -__ I I I- THICKNESS. SUPPLIED BY o �� -III-III- III III-III= � � a a a FORT MILLER OR APPROVED CONSTRUCTION 4 i i i i-�� I I I-1 I 1=1 I 1=1 I 1=I I I= -I I=1 I I-1 I LI I I-1 I 1=1 I- �A' INVERT -A� � � � � o � EQUAL s WRAP FABRIC OVER TOP OF -II I=I I I =I I I-I I I I STONE TO SEPARATE FROM - - - - - � � -� w ' � SURROUND WITH � �- _- - � o 0 NON-WOVEN CONSTRUCTION SAND - - u, I-III III-III 24" RING OF CRUSHED 0 0 � a PB# 2019 0319 2 STO R MTEC H ACC EPTAB LE FI LL MATER IALS STORMTECH ## ST�B =,,, ,,,_,,,_, STONE No. 2 S�ZE, TYP. EQBAIL GEOTEX 451 oR N BOTTOM OF CHAMBER PREFABRICATED END CAP � E�Ev. -� # OR L OUNDRSTONE I I I I-I� ALL SIDES o o � a a SHEET TITLE: % 1 1 N❑T T❑ SCALE 24" ISOLATOR ROW PIPE =II III-III 8" THICK PRECAST � eorroM OF FOUNDATION CONCRETE FOOTING BY FORT 3 _� iNVERr {� —I I I �� I I 1= � � ' • � � sroNE E�Ev. WRAP ALL SIDES OF MILLER OR APPROVED EQUAL � OA' MANIFOLD PIPE STONE WITH NON-WOVEN �I I I I I-I I �n N0. 2 CRUSHED STONE o GEOTEXTILE SUCH AS MIRAFI =III �� III- `� TO TOP OF FOOTING SITE DETAILS SECTION B_B SECTION A_A 160N OR EQUAL I III-II RING (FLOOR ELEV.) � UNDISTURBED m �I I I I I I I I I I I I I �!�I I SUBGRADE a 5 STO R MTEC H E LEVATI 0 N S UNCOMPACTED ��=�� --------- _—� � � � � �� N Approved by the Saratoga Springs Planning Board under authority of a resolution EXISTING Ea,RrH �;1.�= I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I I I I—I I I- ° 1 1 N❑T T❑ SCALE —1I I I I I,-I I I,��I I I,=„I I I I I I I I I=I I I—I I I.;,I I _�I II I II I II I I I II I I I I- I—I I — I I SHEET: � adopted 2' I-I I I- i � 12" N0. 2 CRUSHED i Q Chairperson: Date 8 STONE INFILTRATION TRENCH 11 PRECAST CONCRETE DRYWELLSTONE BASE � � O 12 � Q 11 NOT TO SCALE � � NOT TO SCALE � � � WATER NOTES: 4'-6" MIN. 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: � � 1. ALL PIPE MATERIALS AND APPURTENANCES ARE SUBJECT TO APPROVAL BY THE CITY OF SARATOGA SPRINGS. WATERWORKS TO BE 2'-6�� MIN. PREFFERED PAINT SCHEDULE: w NOTES: Vt = LD (W + I.D.) - I.D. Ue N � CONSTRUCTED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL STANDARDS AND SPECIFICATIONS SARATOGA STD. PREFERRED AS FAR AS POSSIBLE AS CLOSE COLOR OF ~ WHERE: 81 � Q- 2. THE CONTRACTOR SHALL VERIFY SIZE, TYPE HORIZONTAL AND VERTICAL LOCATION OF THE MAIN AT THE PROPOSED CONNECTION NOTES: a z 1. CONCRETE SHALL BE 4000 PSI. SEE DETAIL SS-7 FOR a Y= MUELLER SUPER CENTURION AS SIZE OF BONNET AND COLOR OF �Q V = VOLUME IN CUBIC YARDS � � a POINT(S) PRIOR TO CONSTRUCTION. CONFLICTS WITH OTHER UTILITIES TO BE CONSTRUCTED ARE TO BE AVOIDED. DISCREPANCIES OR 2�-6�� PREFERRED PER COVER SADDLE �� OTHER CONCRETE SPECIFICATIONS. L = LENGTH OF BLOCK IN FEET W J O� CONFLICTS WITH EXISTING UTILITIES SHALL BE REPORTED TO THE CITY ENGINEER IMMEDIATELY. A-423 POSSIBLE MAIN CONNECTOR COVERS BARREL BOLTS WITH PLASTIC FILM w � � W I T H 4" S T O R Z 1'-6" MIN. z TAPPING VALVE 2. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, D = D E P T H O F B L O C K I N F E E T G J 3. CONNECTION TO EXISTING MAINS TO BE DONE USING A TAPPING VALVE AND SLEEVE TO ELIMINATE DISRUPTION OF SERVICE. 4" RED YELLOW PRIOR TO POURING 3 CONNECTION 5'-0" MAX. CONCRETE MUELLER 2361 OPEN SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN W = WIDTH OF BLOCK IN FEET J a Z 4. MINIMUM WATER MAIN DEPTH (TOP OF PIPE TO FINISH GRADE) SHALL BE 5'-0" SEE NOTE 2 6�� BLUE YELLOW RIGHT AS APPROVED BY THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY I.D. = INSIDE DIAMETER OF PIPE IN FEET � ) FLUSH WITH g" GREEN, FOREST YELLOW CITY OF SARATOGA a 5. ALL FILL BELOW WATER MAIN SHALL BE COMPACTED GRANULAR MATERIAL (MIN 95% MODIFIED PROCTOR TYP) PAVEMENT OR * CONTRACTOR TO YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT 7. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL � _ � 10" BROWN YELLOW SPRINGS 6. ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO PREVENT SETTLEMENT. TOP TRENCH WITH 12" MIN. APPROVED � 1" REVEAL IN CONFIRM THE EXACT SIZE 3. CONCRETE NOT TO OVERLAP ANY JOINT. BEARING CAPACITY OF 2000 p.s.i. WITH A SAFETY FACTOR Z (/� a z 12'� GRAY, BATTLESHIP YELLOW GRAVEL IN PAVED AREAS AND ALONG SIDE OF EXISTING ROAD FOR SHOULDER BASE. REPLACE DAMAGED PAVEMENTS WITH LIKE KIND BREAK FLANGE -� � TURF AREAS AND TYPE OF WATER REQUIRED. OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' � � AND LIKE THICKNESS. 14" GREEN, LIGHT YELLOW W o CURB MAIN PRIOR TO ORDERING 4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE W = LOWEST PART OF 16'� ORANGE YELLOW 8. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL � 7. WATER MAINS SHALL BE 8 INCH DIAMETER DUCTILE IRON (DIP) MIN. CLASS 52 WITH PUSH ON JOINTS. BOLTS TO BE � = FINISHED GRADE 20" BLACK YELLOW MATERIALS. O WITH REMOVING OR INSTALLING ANY OF THE JOINTING gE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, Z U 8. WATER MAINS ARE TO BE INSTALLED IN ACCORDANCE WITH AWWA STANDARDS: C600 FOR DUCTILE IRON. A MIN. 1-1/2�� %\�j\�j\�j\�j\�j �j\�j\� �j\ 24" YELLOW YELLOW ALL STAINLESS STEEL HARDWARE. Z � <o� 9. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE CEMENT LINED IN ACCORDANCE WITH AWWA STANDARD C602. � OR BY REMOVAL OR SUCH UNSTABLE MATERIAL AND REPLACEMENT �N ' ',� ° 5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS O �� ABOVE F.G. AND A MAX. i� - TAPPING SADDLE WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL � �; 10. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE ENCASED IN ACCORDANCE WITH AWWA C105 UNLESS TEST RESULTS PROVIDED BY 8" ABOVE F.G. � �� q'6 • -"o �a. n •.4,a "o"�a n •�4°; MODEL AS PER CITY OF LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. � 3� o �a o �o a . �o d n oo AS REQUIRED BY THE ENGINEER. Q � THE CONTRACTOR INDICATE THE ABSENCE OF SEVERELY AGGRESSIVE SOILS. w • q.,;a , SARATOGA SPRINGS � a �^ HYDRANTS SHALL HAVE A � ' s:' � � °�`' 11. ALL VALVES SHALL BE MUELLER SERIES 2361 AND OPEN RIGHT MINIMUM CLEARANCE OF � b �•p �O �d o °��" �-��' MANUFACTURED BY TOTAL REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST B�OCKS Z �°° 12. ALL WATER PIPE AND APPURTENANCES SHALL BE EITHER NSF OR UL APPROVED FOR USE WITH POTABLE WATER AND SHALL BEAR ¢ ��- �a-a •� °°°'`�a- �� ' '' PIPING SOLUTIONS (TPS) W �� THEIR RESPECTIVE SEAL. 3'0�� FROM BOLLARDS, } j�j/�j/�j��j/�j/�j/�j��j/�\ /�\//\/�\/��\j�\/ o z 13. ALL MATERIALS SHALL COMPLY WITH THE FOLLOWING: WALLS, UTILITY POLES AND � z �' p g TEE 90` 1 4 BEND 45' 1 8 BEND 22-1/2° (1/16) 11-1/4° (1/32) - D.I.P - A W W A C 1 5 1-1 7 OTHER OBSTRUCTIONS. m � VALVE BOX -6�� M.J. R.W. � : � / � � / � B E N D B E N D (TELESCOPIC GATE VALVE � EXISTING WATER CU N - FITTINGS - AWWA C104-13 � o � i PIPE AREA AREA AREA AREA AREA i o i PATTERN) (SARATOGA Q - MAIN* DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS N - VALVES - AWWA C-500-09 = ;n STD. - � SI ZE SQ. SQ. SQ. SQ. SQ. � Q - DRY HYDRANTS - AWWA C502-18 POLYETHELENE OR � 3/4" TIE-ROD FOR MUELLER � INCHES FT. D x L FT. D x L FT. D x L FT. D x L FT. D x L O � N BUILDING PAPER z THRUST RESTRAINT > LC� 14. HYDRANTS SHALL BE LOCATED AT STREET INTERSECTIONS AND AT INTERMEDIATE POINTS AS INDICATED ON THE PLANS. CARE SHALL w AWWA C509� O „ � (ONE EACH SIDE) � 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 � M BE USED, WHEN LAYING MAINS, SO AS TO AVOID CREATING HIGH POINTS BETWEEN HYDRANTS. HYDRANTS TO BE LOCATED A MINIMUM � (SEE NOTE 3) • � oF 10 FEET FROM ALL SANITARY AND STORM SEWER. CRUSHED STONE OR RETAINER GLAND MAIN POURED-IN-PLACE � A.O.B.E. TIE ROD THRUST BLOCK TO � 15. MINIMUM SEPARATIONS BETWEEN WATER MAINS AND SANITARY AND STORM SEWERS ARE REQUIRED PER TEN STATE STANDARDS AT SIZE 1 AND 1A � I� SEE DETAIL W-4 � � UNDISTURBED EARTH 8 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 CROSSINGS, 18" MIN; WHERE PARALLEL, 10 FT. MIN. (MEASURED O.D. TO O.D.) � r J WHERE MINIMUM SEPARATIONS CANNOT BE MAINTAINED: DRAIN ° ° ^ ' \ SIZED PER THRUST BLOCK , NEW SEWERS SHALL BE CONSTRUCTED OF MATERIALS AND WITH JOINTS EQUIVALENT TO WATER WORKS GRADE 150 PSI (1.0 CONCRETE THRUST � o o - � � TABLE 10 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 X 2.5 1.7 1.0 x 2.0 O a � M P A) P R E S S U R E R A T E D P I P E M E E T I N G A W W A S T A N D A R D S O R P I P E A P P R O V E D B Y T H E R E V I E W I N G A U T H O R I T Y A N D S H A L L B E B L O C K. 3,0 0 0 p.s.i. j . . /�j��j/�j/�j/�j/�j/�j/�j/�j/�j/��j/��j/��j/��j/��j��j//�j�j//%j�\�//��//�� a / / / / \ \ \i\i\ Q PRESSURE TESTED TO ENSURE WATER TIGHTNESS. (NOT REQ'D IF R.G. � � �\� Q WHERE SEWERS PRE-EXIST, THE WATER MAIN SHALL BE ENCASED IN A WATERTIGHT CARRIER PIPE (CONSTRUCTED OF WATER OR TIE RODS ARE �� ° //��BEDDING, PIPE ZONE M.J. 1 2 1 2.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 � � CONCRETE THRUST MAIN MATERIALS) AND EXTEND 10 FT. MIN ON BOTH SIDES OF SEWER BEING CROSSED OR TO A POINT WHERE LINES ARE USED) BRENCH LDETAILAREQ D. TEE HORING gLOCK. 3,000 p.s.i. S TAP P I N G SAD D LE AN D VALVE � X SEPARATED 10 FT. NOTES: (TYP.) � � 16. THRUST BLOCKING SHALL BE CAST-IN-PLACE CONCRETE AND SHALL BE SIZED AS PER THRUST BLOCK SCHEDULE. MECHANICAL 1.) MAINS SHALL BE CLASS 52 DIP AND VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY GIVEN TIME. �2 NOT TO SCALE 8 TH R U ST B LOCK N OTES CI TY D ETAI L W- � RESTRAINTS MUST BE APPROVED BY THE WATER SUPERINTENDENT. 2.) HYDRANTS SHALL BE MUELLER SUPER CENTURION A-423. THEY SHALL MEET THE STANDARDS OF THE MUELLER "SARATOGA HYDRANT" HAVING 5-1/4 INCH 12 NOT TO SCALE ~ 17. ALL NEW WATER MAINS ARE TO BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH AWWA STANDARDS: C600-17 SECT. 4 FOR VALVE OPENING, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS AND ONE 4 INCH STORTZ QUICK-RELEASE CONNECTION. ALL HYDRANTS SHALL � DUCTILE IRON. RESULTS TO BE SUBMITTED TO WATER SUPERINTENDENT. MODIFICATIONS TO EXISTING MAINS SHALL BE DISINFECTED HAVE SIX INCH MECHANICAL JOINT INLET CONNECTIONS, A 7 8 INCH SQUARE SHAPED OPERATING NUT - OPEN RIGHT. ALL HYDRANTS SHALL MEET ALL AWWA 2'-g" CAST IRON MANHOLE FRAME AND COVER - '�� BY SWAB METHOD AND VISUALLY TESTED FOR LEAKS UNDER NORMAL WORKING PRESSURE PRIOR TO BACKFILL. � \� SPECIFICATIONS FOR 150 PSI WORKING PRESSURE AND 300 PSI TEST PRESSURE. FINISHED GRADE CLEAR OP'NING CAMBELL#1016 OR EQUALTOP SURFACE % /�� 18. ALL WATER MAINS SHALL BE DISINFECTED AND BACTERIOLOGICALLY TESTED IN ACCORDANCE WITH AWWA STANDARD C651-14 (SEE � CHECKERED AND LABELED 'CITY OF SARATOGA •�/ �� DISINFECTION PROCEDURE THIS SHEET) RESULTS TO BE SUBMITTED TO THE CITY ENGINEER AND WATER SUPERINTENDENT. 3.� ALL VALVES SHALL BE MUELLER MECHANICAL JOINT, RESILIENT WEDGE GATE VALVES AS PER AWWA REQUIREMENTS FOR A 250 PSI WORKING PRESSURE, , �<�� THRUST BLOCK FABRIC FABRIC � , �y � WATER MAIN � NON-RISING STEM, WITH A 2" SQUARE OPERATING NUT - OPEN RIGHT "SARATOGA STANDARD" WITH A CAST ARROW TO INDICATE DIRECTION OF OPENING. a SPRINGS SANITARY SEWER' WITH LIFTING \//��j�� i� �� (OR SEWER �/� 19. CURB BOXES ARE TO BE INSTALLED SO THAT CAPS EXTEND ABOVE FINISHED GRADE 1" AND IDENTIFIED WITH 2x4 LUMBER MARKER W a � $8� oo a � o � �, o00 0 ��g om` NOTCHES& VENT HOLES AS REQUIRED .y \, GRADE ��/� /��/,• FORCE MAIN VJ GRASSY AREAS. IN PAVED AREAS, USE TWO PIECE CURB BOX CAP (W/PENTAGONAL PLUG) AND CAST IRON CURB BOX SLEEVE TO 4.) PROVIDE LOCKING VALVE DROP LIDS ON VALVE BOXES SERVING PRIVATE DOMESTIC, FIRE/SPRINKLER AND OTHER PRIVATE FEEDS. a oa o $oa � a� e 8 ab -�(FRAME TO BE SET PARALLEL TO CROSS AND ��\�� \�� //��%/��%/�%/�`��% ///��/� � � ALLOW ADJUSTMENT OF THE GROUND KEY LID (MUELLER H-10342 OR APPROVED EQUAL). ' ��°� �°� oa�° � °a° o � oo � LONGITUDINAL SLOPE OF PAVEMENT AND / / / � ��/��/� ��/��%� / %��\/ CONCRETE � - - - - - 20. ALL WATER SERVICES SHALL BE METERED. METERS SHALL BE PROVIDED BY THE CITY OF SARATOGA SPRINGS AT THE DEVELOPERS , FI RE H YDRAN T I N STALLTI ON CI TY DETAI L W- 1 CONE � ��0�° °�� _ ��a �/�� /� /�`�/ � W g � X g" ° \FLUSH TO 1/4� BELOW F.G.) �\� \�j` \�j` THRUST COST. EXTENSION S �/�/ � ¢ \�\�\ � \ \�� % _ �� /� � � // N � \/\/\ \/�/\ j\� \�% a � BLOCK C VJ 21. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO ADHERE STRICTLY TO ALL RELEVANT NYS OSHA LABOR SAFETY STANDARDS '�2 NOT TO SCALE ��%��% o\\�/\\�/\\�\\�\\\�/�� /��/��/.� �� o ' /�\ INCLUDING, BUT NOT LIMITED T0, THOSE RELATING TO CONSTRUCTION SAFETY AND TRENCH SHORING. * AS REQ'D TO ADJUST /\/\ �/�/�/�/�/ PRECAST CONCRETE GRADE RINGS '\�\�\�\ \�� ' �i ' �� /i/ ' �/�• C �/� TO FINISHED GRADE. j��//�� \\//\//\j\\j\\j\\/�\ 6"(MIN.) TO 20"(MAX.� ///\/\�%/��% %/�/' �\/�//// _ p' %\ Q ��\.�\��\�j��\j� . ///� � O �r� CITY OF SARATOGA SPRINGS REQUIRED TESTS AND DISINFECTION PROCEDURES FOR USE PRECAST UNITS z ��j��j ��i��i��i��i�� i�� i ��,�� ,��i��i��! � a WATER MAINS /��/��j ///\�//\�/\�/\�/\�/\� NO CONCRETE BRICK SHIM COURSES //\ \/ �i��//\�/j. �w�� TREE BELT � \ \ WioTH FINISHED GRADE ECCENTRIC : /��j�� a �/� �//�//�//�i °\�j UNDISTURBED 1. DISINFECTION WILL BE ACCOMPLISHED AFTER PIPE HAS PASSED ANY LEAKAGE TESTS CONE o ��i��i �� SECTION A-A � SOIL � SEE NOTE /// / � �✓i�/i�/i�/i�i 2. THE CITY ENGINEER, OWNER AND DESIGN ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE START OF PRESSURE SIDEWALK SECTION � \��\�� PRECAST CONCRETE SECTIONS - TESTING, LEAKAGE TESTING, AND DISINFECTION. CURB � � /�/ i�/�y/�y/�y PLAN(TYP.) i� � z � ROADWAY � i� v�� n � " �x�� • :��0��•��% � \//\� �'/\j/j\%j\%j\� ENTRAINED AT 28 DAYS, AIR- \ % � � 3. NEW MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH THE CURRENT AWWA STANDARD FOR DISINFECTING WATER MAINS, / / /� / / � � ANSI/AWWA C-651-14, SECTION 4.4, CONTINUOUS FEED, THE TABLET METHOD IS NOT PERMITTED BY NYSDOH AND SHALL NOT BE ,�� v�� U ��// i��//��/; REINFORCED PLASTIC �j\�j \�\�\�\� / / �� , � � � N i i i,i.i /� ;�/�/ /\�/\� i�/i�/i i � � / i � W USED. SPRAY OR SWAB, PER PARAGRAPH 4.11.3.2, WHEN CUTTING INTO OR REPAIRING EXISTING MAINS. �� .�y,��^ • �� // ��//�� NON-SLIP STEPS PER �\�\' i \ "� i / 4. PREVENT BACKFLOW: PROTECT THE EXISTING DISTRIBUTION SYSTEM FROM ANY BACKFLOW CAUSED BY HYDROSTATIC PRESSURE " " � i�//�� j//\ FOR SANITARY MANHOLE, JOINTS // //� \ � \ \'�� \��\��\��\��\��\��\��\��\��\��\��\��\��\��\��\:�\:�\:��:/ NYSDOT 725-02.01 ��\��\/ �j � %�% BUTYL SEALED - INDUSTRY STD. % ��%�i�� / � // / ij/� TESTING AND DISINFECTION PROCEDURES. THE SUPPLY VALVE SHALL BE KEPT CLOSED AT ALL TIMES, EXCEPT DURING FLUSHING // �\/�\ �� /��/��//��i�� ,%/\� \, \�j� �\, � O O � AND DISINFECTANT FEED OPERATIONS. o ��\��\ • 12° O.C. /// OR A.O.B.E. . \ \ � ; ��\� \� �� /\% '\�i• O Y 5. PRE-FLUSH: � �\��\�� \%j\\ � \/\��\��\/��\\/ a j� CURB BOX RISER w \�j/\�j�\ ° � ° �� FOR SANITARY MANHOLE, BOOT TYPE ��. _ ��,�\,�\,�� - � W N � A. FILL THE WATER MAIN AND ELIMINATE ALL AIR POCKETS. MUELLER 5�6�� t MODEL H-10314 (IN TURF) � /\/' � �/ 1 �/< � � z \��5" � 5" FLEXIBLE MEMBRANE SLEEVE FOR % - � � SECTION / / , B. FLUSH THE WATER MAIN AT A VELOCITY NOT LESS THAN 3.0 FT/SEC TO REMOVE PARTICULATES. � z MODEL H-10334 (IN CONCRETE WALK) Q ��\�� p• 4'-0" I.D. MIN. p PIPE TO MEET ASTM SPEC. NO.C-923 �/// ' �, \�� Q � � (n � O � (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) /��//��// (SHOP DRAWINGS REQ'D) j\�j\�j e " �'��/��/� ' ' ' /��/��/ �/j. � � �., 6. CHLORINE-WATER SOLUTION IS PREPARED BY ADDING HYPOCHLORITE TO WATER IN ACCORDANCE WITH THE FOLLOWING TABLE: a \��\�� Z"PER FOOT `/��i\�%/i\��/;\\�i��/\/ \\�� \\ ��\ � Z CHLORINE REQUIRED TO PRODUCE 25 MG L CONCENTRATION IN 100 FEET OF PIPE BY DIAMETER: � " �\��\�� CIRCUMFERENTIAL REINFORCEMENT �\��\��\��\��\��\�� e \�\��` U� � Z � / CORPORATION STOP WITH �I CURB STOP �\�/�\�/� ° � ° 0.12 s in. PER LIN. FT. MIN. �/��/��/��/�`/�' \�\�\ \`!\�\�\��\��`� in ° m �.. ° �'� , �\>\, \, \.�\,/�/ /i./..//i/ / / / / / / /� /�/�/ . o . q NOTES: �..� W � PIPE SIZE[IN) 100% CHRLOINE (LBS) 1 PERCENT CHLORINE SOLUTION (GALLONS) COMPRESSION FITTING in MUELLER ORISEAL MODEL H-15209 COMPRESSION ��/�� = � W 6 0.030 0.36 MUELLER H-15008 MODEL H-15219 (W/ DRAIN) � ��/�� o . � a � a � . < p 4000 PSI CONCRETE BENCHWALL FOR 1.) SEE DETAIL W-4 FOR JOINT RESTRAINT SPECIFICATIONS. � / � � a Z 8 0.054 0.65 3/4" OR 1" - SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) o �� °v ' v ° � ' � ' SANITARY MANHOLE AND STORM 2.) SEE DETAIL W-6 FOR THRUST BLOCK SPECIFICATIONS AND SIZING. �•� j (n 10 0.085 1.02 ;.� �j��/ � ° � ° � � � } /��/�/ . , • � ., a MANHOLE A.O.B.E. SEE DETAIL SA-4 � J ��`\ � a �a a �a a �• , �• • �• � \ \ SIZE AND LOCATION OF PIPES � J Q rn ~ NOTE: 1% SOLUTIONS REQUIRE 1 POUND OF SODIUM HYPOCHLORITE IN 8 GALLONS OF WATER TEMPORARY CAP OR PLUG B O T T O M /�//�// ° ° • • • /�/�� 7. PRODUCT DETERIORATION MUST BE CONSIDERED IN COMPUTING QUALITY OF SODIUM OR CALCIUM HYPOCHLORITE REQUIRED FOR THE (AS NECESSARY� SECTION _ �\%��\/\ p. v p a p , 9 p • o p , • p e • \�j/\�j/\�j/ AS SPECIFIED g TYP I CAL TH R U ST B LOCK S CI TY D ETAI L W- � � Q v Z DESIRED CONCENTRATION °� \�j//v\ ��%��%��%��\ 8"-1 2" C R U S H E D S T O N E - #1 O R #2 �2 N OT T O S C A L E - � "+ O O � 8. INSTALL A TEST TAP NOT MORE THAN 10 FT. DOWNSTREAM FROM THE BEGINNING OF THE NEW MAIN. 3�4° MIN. SIZE TYPE K // // �//�/i� � 5 45` COPPER PIPE /�j\�000° ao �g om o a o° , �y\�j N OMINAL SI Z E O R G RA DA TI ON A.O.B.E. G � W � 0 9. CHLORINE-WATER SOLUTION SHALL BE APPLIED TO WATER MAIN WITH A GASOLINE OR ELECTRICALLY POWERED CHEMICAL FEED /��j��//�// o�a°�ooa o°a a � � � > ./�//�//� IF A BUILDING TRAP IS REQUIRED: � m QN r ` PUMP DESIGNED FOR FEEDING CHLORINE SOLUTIONS. FEED LINES SHALL BE OF SUCH MATERIAL AND STRENGTH SO AS TO WATER OR SIZE AS REQUIRED j�i, �//��%/��//��//��//��//��//�<Po 00o m�o ° a�a ��a�'O°�oDj//��//��/�� UNDISTURBED SUBGRADE OR FRESH AIR INLET (3" MIN.) a I,L v WITHSTAND SAFELY THE MAXIMUM PRESSURE THAT MAY BE CREATED BY THE FEED PUMP. ALL CONNECTIONS SHALL BE CHECKED MAIN ;\��\��\��\��\��\��\�� ' Qo 'C��'� °o °� o ��c�a�o aa�� '�\ COVERED PERFORATED VENT OUTLET � � � � \/\/\/\/\/\/\ aga pO° �So �c90 ��o ooa$oo ,✓��/�/ ADDITIONAL FOUNDATION STONE � _ FOR WATER TIGHTNESS BEFORE THE HYDROCHLORITE SOLUTION IF APPLIED TO MAIN. /i./i./i./i./i./i./i i./i.. 3 4" OR 1" COPPER TUBING TYPE K SOLID CONC. BEARING BLOCK � r^ rn 10. GENERALLY THE FOLLOWING PROCEDURE SHALL BE USED TO DISINFECT NEW MAINS, HOWEVER THE CONTRACTOR SHALL REVIEW � � � ` OR C.I. FOOT NOTES: �\/�\\/�\\/�\\/\\/\\/\\/\\/\\/\\/�\/�\��\ , A.O.B.E. 4" CLEANOUT PLUG THEIR PROPOSED PROCEDURES WITH THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO START OF DISINFECTION. ALL DISINFECTION (SIZE AS REQUIRED) � - � � � � vJ �•� 1. SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. PROCEDURES MUST BE APPROVED BY THE CITY ENGINEER BEFORE WORK STARTS. NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB�TREE BELT 2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO 4'� MIN.) � � � � O A. ALL GATE VALVES AND HYDRANTS MUST BE CLOSED. THE NEW MAIN SHOULD ALREADY BE FULL OF WATER FROM THE � � � O O HYDROSTATIC TESTS. I S P R E S E N T I N S T A L L C U R B B O X A T P R O P E R T Y L I N E. H S 2 0-4 4 W H E E L L O A D I N G R E Q U I R E M E N T S. 3"(M I N.) � � � Q B. MIX CHLORINE-WATER SOLUTION IN 55 GALLON DRUMS, CONNECT FEED LINE TO PUMP AND NEW MAIN. FINAL GRADE "' "' "' "' "' "' 2'(MAX.) 4'(MAX.) - � } N C. OPEN GATE VALVE ON HYDRANT LEAD OR END HYDRANT, THEN OPEN HYDRANT FULLY. (NOTE: HYDRANT MUST ALWAYS BE 2 WA TE R S E R VI C E C I TY D E TA I L W- Z V P R E C A S T C 0 N C R E TE M A N H 0 LE C I TY D E TA I L S A� Z � (PLU S BACKWATER VALVE) � � � � LL EITHER FULLY OPENED OR FULLY CLOSED. THE HYDRANT FLOW MAY BE CONTROLLED BY THROTTLING THE GATE VALVE ON HYDRANT IF NO INSIDE CLEANOUT: N - Q LEAD) NOT TO SCALE 12 NOT TO SCALE 4 WITH RISER TO GRADE 4�� CLEANOUT PLUG(S) � � � U � D. START PUMPING CHLORINE SOLUTION INTO THE WATER MAIN; THEN OPEN UPSTREAM GATE VALVE SLOWLY UNTIL FLOW FROM �2 HYDRANT IS PROPORTIONATE TO AMOUNT OF CHLORINE-WATER SOLUTION BEING PUMPED (30 PARTS WATER TO 1 PART CHLORINE). CONNECTION IF A WATER METER IS NOT AVAILABLE, THE DISCHARGE RATE MAY BE DETERMINED BY USING EITHER A PITOT GAUGE IN THE DRAWN BY oeR DISCHARGE OR BY MEASURING THE TIME TO FILL A CONTAINER OF A KNOWN VOLUME (SUCH AS A 55 GALLON BARREL.) THE TO PUBLIC SEWER PUMPING RATE CAN BE DETERMINED BY MEASURING THE DROP IN LIQUID LEVEL IN A GIVEN LENGTH OF TIME. �2% (1�4 INCH�FT) BUILDING DRAIN� CHECK BY oeR E. AFTER HYDRANT FLOW AND PUMPING RATE HAVE BEEN ADJUSTED, MAINTAIN A CONSTANT FLOW SO THAT CHLORINE (MIN. SLOPE) EDP PROJECT NUMBER i�azsa CONCENTRATION IN MAIN IS MAINTAINED AT A MINIMUM OF 25 PPM. SAWCUT LINE -SEE DETAIL SS-6 F. PERIODICALLY CHECK HYDRANT DISCHARGE FOR CHLORINE CONCENTRATION BY USING A FIELD CHLORINE RESIDUAL TEST KIT. TRENCH WALLS LAID BACK PER OSHA REQ'MTS (SEE DETAIL SA-3) IF REQUIRED SEE NOTE THE ALTERATION oF THESE DOCUMENTS iN nNr wnr. SEE PAVEMENT SECTION DETAIL SS-5 (� UNLESS �ONE UN�ER n-iE �/RECi SUPERVISION oF n MAINTAIN HYDRANT DISCHARGE AND PUMPING RATE UNTIL A MINIMUM CHLORINE CONCENTRATION OF 25 PPM HAS BEEN ACHIEVED L COMPARABLE PROFESSIONAL, (I.EJ ENG/NEER FOR AN OR SHEETING A.O.B.E. STANDARD HEAVY DUTY CAST IRON DOUBLE HAND HOLE BUILDING ENGINEER, LANOSCAPE ARCH/TEC7 Foa A LANOSCAPE THROUGHDUT THE ENTIRE MAIN DISINFECTED. 12" STONE NOTES. IF REQUIRED. ARCH/TECiOR SURVEYOR FOR A SURVEYOR, /S A VIOLAT/ON ORIGINAL ASPHALT FRAME & GRATE, BY NEENAH FOUNDARY C0. OR COMBINATION TRAP,OR RUNNING TRAP G. AFTER THE REQUIRED CONCENTRATION HAS BEEN ACHIEVED, ALL VALVES AND HYDRANTS ON THE MAIN LINE BETWEEN THE WEARING COURSE/S` IN PVMT IN TURF APPROVED EQUAL. GRATES TO BE BICYCLE SAFE. APPROVED BACKWATER VALVE oF THE NEw YORK STATE E�UCATION caw AN�/OR \ / �Y AND � 8 BEND REGULAT10N5 AND/S A CLASS �A� MISDEMEANOR. UPSTREAM GATE VALVE AND THE DISCHARGE HYDRANT SHALL BE OPERATED IN ORDER TO DISINFECT THE INTERNAL WITH CLEANOUT APPURTENANCES. DO NOT OPERATE ANY GATE VALVE THAT IS LOCATED ON A CONNECTION TO AN EXISTING WATER MAIN THAT IS PAVEMENT BASE COURSE � � 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH 1. ALL STONE SUBBASE AND BEDDING FRAME: R-3561 (FOR PAVED AREAS.) USE I IN SERVICE. 6' �e�, °a LOCATED IN AREAS TO BE PAVED PATTERN N0. R-2558 FOR LAWN AREAS OR WHERE REVISION DATE BY STRUCTURAL (SEE NOTE 3) :�e ..= s�a. o BORROW: WELL GRADED INORGANIC APPROVED SLEEVE THROUGH REVISED PLANS AS PER COE ANO CIN m oe B. VERIFY CHLORINE CONCENTRATIONS AT ALL HYDRANTS, TAPS, AND SERVICE LATERALS. DOSING SHALL CONTINUE UNTIL SUBBASE COURSE „ ° SHALL BE WRAPPED IN A ROUND GRATES ARE REQUIRED. USE N0. R-1556 FOUNDATION WALL COMMENTS / /zozz oaR SECTION 12 GRANULAR SOILS AND/�R ROCK, NON-WOVEN GEOTEXTILE FABRIC FOUNDATION WALL HEAVILY CHLORINATED WATER IS CONTINUOUS THROUGHOUT THE NEW MAIN AND ALL VALVES AND HYDRANTS HAVE BEEN OPERATED , FRAME & COVER FOR 24�� DIA. STORM MH. REVISED PLANS AS PER CDE oa o9 A.O.B.E. (SEE NOTE 4) MAX. 1-1 2' SIZE, NOT MORE THAN BASEMENT FLOOR / /zozz oeR TD PROVIDE CHLORINE CONTACT. w � ENVELOPE (SUCH AS GEOTEX 45- 24" OR 30" 11. AFTER TAKING A WATER SAMPLE AND VERIFYING THE MINIMUM 25 PPM CHLORINE CONCENTRATION, THE CONTRACTOR SHALL RETAW z 3 20% BY WEIGHT PASSING #200 w � ° ° � ' THE CHLORINATED WATER IN THE MAIN BY THE FOLLOWING METHOD: J SIEVE.OR NATIVE MATERIAL, A.O.B.E. BY PROPEX OR APPROVED EQUAL�. AS REQ'D z ORIGINAL SUBBASE � � 2. WHERE A SUBGRADE USE 30" SQUARE GRADE EXTENSIONS FOR R-3561, J 5' 12. FIRST, CLOSE THE UPSTREAM GATE VALVE COURSE � (USE VIBRATORY COMPACTOR WITH 12" LIFTS) GROUNDWATER CONDITION EXISTS 13. SECOND, CLOSE THE DISCHARGE HYDRANT w PIPE ZONE BACKFILL - GRADATION SHALL BE: OR 30" ROUND I.D. GRADE RINGS FOR R-2558, OR � w WITH MIGRATING SANDS AND/OR 8" 8" o FOOTING 14. THIRD, SHUT OFF THE PUMP N N � w 24" ROUND I.D. GRADE RINGS FOR R-1556. SEAL ALL 15. AFTER A 24-HOUR MINIMUM RETENTION PERIOD, THE TREATED WATER SHALL HAVE A RESIDUAL OF NOT LESS THAN 10 MG/L OF OUTSIDE CROWN � ��WELL GRADED SAND WITH 3�4" MAX. PARTICLE SILTS, ALL STONE SHALL BE �� a SIZE AND NOT MORE THAN 10� PASSING #200 WRAPPED AS PER NOTE 1 ABOVE. GRADE EXTENSIONS JOINTS, INCLUDING TOP SLAB AND a � ° FREE CHLORINE. VERIFY CHLORINE CONCENTRATIONS AT ALL HYDRANTS, TAPS, AND SERVICE LATERALS. � C.I. FRAME WITH � MIN THICKNESS CEMENTITIOUS SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) � 16. REPEAT STEP 4.B. IF RESIDUAL IS LESS THAN 10 MG L. PIPE SPRINGLINE 8'� MIN. 6" BUILDING SEWER(TYP.) � � 4" BUILDING DRAIN(TYP.) � �%��ii o i�ii%�i `� PIPE ZONE BEDDING - FOUNDATION STONE STRUCTURAL CONCRETE GROUT (8,000 PSI MIN) SUCH 17. ANY SECTION OF PIPE, VALVES OR FITTINGS, INCLUDING TAPPING SLEEVES AND VALVES WHICH ARE INSTALLED OUTSIDE THE LIMITS �i%ir o ri r�� w 20" MAX. AS QUIKCRETE NON-SHRINK PRECISION GROUT OF SYSTEM SUBJECTED TO CHLORINATION PROCEDURES SPECIFIED ABOVE SHALL BE SPRAYED OR SWABBED WITH A 1% BOTTOM O.D. �� a TO CONFORM TO N.Y.S. DOT. STANDARD (PRODUCT N0. 1585-00),oR APPRovE� EQUA�. NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE � HYPOCHLORITE SOLUTION PRIOR TO CONSTRUCTION. �� ' SPEC. 703-02 COARSE AGGREGATE c� 18. AFTER A WATER SAMPLE HAS BEEN COLLECTED AND A MINIMUM CHLORINE RESIDUAL OF 10 PPM HAS BEEN VERIFIED, CONTRACTOR �SEE NOTE 2� NYS PLUMBING CODE FOR ADDITIONAL INFORMATION. o SHALL THOROUGHLY FLUSH CHLORINATED WATER FROM THE MAIN UNTIL A RESIDUAL OF NOT MORE THAN 1.0 MG/L REMAINS IBY N � HEAVY DUTY COVER- 30�� SQ. ECCENTRIC OPENING v THE FOLLOWING METHOD: I.D. + 3' MAX. UNDISTURBED SUBGRADE OR AGGREGATE NOTES: FOR ROUNDEFRAMESS�24' DIAA ECCENTR CCOPENNNG �O B U I LD I N G D R AI N LAYOU T CI TY D ETAI L SA� � � A. CHECK WITH CITY ENGINEER'S OFFICE FOR CONDITIONS OF CHLORINATED WATER TO SANITARY SEWER IF POSSIBLE. DIRECT ALL NOTES: EXTRA FOUNDATION STONE A.O.B.E. a DISCHARGE WATER TO SANITARY SEWER IF POSSIBLE N 1. ALL STONE SHALL BE FOR STORM MH'S. NOT TO SCALE n, B. IF DISPOSAL OF CHLORINATED WATER TO SANITARY SEWER IF NOT POSSIBLE, DISCHARGE WATER MUST BE DECHLORINATED 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. �2 1. STREET OPENING PERMIT IS REQUIRED CRUSHED-TYPE AND MEET NYS USING AN APPROVED METHOD IN ACCORDANCE WITH LATEST VERSION OF AWWA C 651-14 INCLUDING APPENDIX B OF THE DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: DOT STD. SPECIFICATIONS 703-02, o STANDARD CONCRETE & REINFORCEMENT DESIGN AND 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 C. OPEN THE DISCHARGE HYDRANT 2-1/2" SIEVE - PASS 100� BY WEIGHT COARSE AGGREGATE. MANUFACTURE AS PER ASTM C478-19. HS20-44 ADAPTOR FITTING IF REQD END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR D. OPEN THE UPSTREAM GATE VALVE SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100� 1-3/4" SIEVE - PASS 95-100� BY WEIGHT 2. SELECT GRANULAR FILL SHALL TRAFFIC LOADING. PRECAST CONCRETE MANHOLE EXISTING SEWER MAIN: CONNECTION EASEMENT LIMIT m E. OPEN ANY HYDRANTS ON THE MAIN LINE TO REMOVE ALL CHLORINATED WATER FROM THE HYDRANT LEADS. PASSING 1�2" SIEVE, 0-15% PASSING 1�4" SIEVE 3�4" SIEVE - PASS 60-75% MEET NYS DOT STD. SECTIONS AS MANUFACTURED BY FORT MILLER C0. TAPPING SADDLE 45' OR 30' BEND AS REQ�D ¢ SPECIFICATIONS 703-01, FINE TO BE APPROVED BY D.P.W. 19. FLUSH MAIN WITH POTABLE WATER IN SUCH A MANNER THAT SHALL NOT ADVERSELY AFFECT FISH, PLANT, OR ANIMAL LIFE. OR 1�4" SIEVE - PASS 25-45� INC. OR APPROVED EQUAL. m 20. QUANTITY AND LOCATION OF WATER SAMPLES TO BE TAKEN SHALL BE DETERMINED BY THE CITY ENGINEER. #40 SIEVE - PASS 10-25% AGGREGATE AND 733-11 EXCEPT NEW SEWER MAIN CONSTRUCTION: � 2"x 4' x 24" PRESSURE TREATED 3 21. WATER SAMPLES SHALL BE TAKEN BY THE CONTRACTOR IN STERILIZED BOTTLES SIZE DETERMINATION #2: 100� PASSING 1-1/2" SIEVE, 90-100� #100 SIEVE - PASS 3-12% WITH THE FOLLOWING GRADATION 12" O.C. TYPICAL JOINT SECTIONS TO BE SEALED WITH BUTYL 45° OR 60° WYE OR TEE/WYE o SET PLUMB AT END OF LATERAL D. BRIEN RAGONE � PASSING 1' SIEVE, 0-15� PASSING 1/2" SIEVE. a RUBBER SEALANT (ROPE FORM). L.A. #002135 22. BACTERIOLOGICAL VERIFICATION SHALL BE DONE IN ACCORDANCE WITH SECTION 5.1 OF AWWA C 651-14. 100% PASSING 1-1�2° TO BE APPROVED BY D.P.W. � FLAGGED WITH FLOURESCENT v, 23. TWO CONSECUTIVE SETS OF ACCEPTABLE SAMPLES, TAKEN FROM THE SAME SAMPLING SITES, A MINIMUM OF 16 HOURS APART, GRADATION�SIZE DESIGNATION TO BE DETERMINED BY ENGINEER 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO SIEVE COLORED SURVEY RIBBON FOR o SHALL BE COLLECTED FROM THE NEW WORKS AS FOLLOWS: BASED ON FIELD CONDITIONS. N.Y.S. DOT STD. 304, TYPE 2. 0%-70% PASSING #40 SIEVE USE 48'� I.D. PRECAST CONCRETE MANHOLE FOR EASY IDENTIFICATION ti A. ONE SET PER 1200 LF OF NEW MAIN PLUS ONE SET FROM THE END-OF-THE-LINE AND ONE SET FROM EACH BRANCH -AT A 0%-12% PASSING 200 SIEVE 12�� O.C. PIPES LESS THAN OR EQUAL TO 24��; USE 60�� I.D. LATERAL ON PRIVATE PROPERTY - � MINIMUM. # MANHOLE SECTION FOR 30" PIPE AND USE 84" I.D. SEWER MAIN � BUILDING SEWER LATERAL Q B. EACH SAMPLE SHALL BE TESTED FOR BOTH HPC (HETEROTROPHIC PLATE COUNT) AND TOTAL COLIFORM (TC). 3 PIPE TRENCH SECTION CITY DETAIL SS� �A 6�� MIN. SDR 35 PVC MIN. SCH. 40 PVC Q MANHOLE FOR 36" PIPE. LARGER DIAMETER MAY BE C. THE HPC TEST IS WAIVED FOR THE REPEAT SAMPLES IF THE INITIAL RESULTS ARE LESS THAN 500 CFU/ML. WHEN HPC NECESSARY DUE TO CONFIGURATION OF CONNECTING CITY PROPERTY PRIVATE PROPERTY � RESULTS EXCEED 500 CFU/ML, THE WORKS SHALL BE FLUSHED AND SAMPLED UNTIL NO COLIFORM ARE PRESENT AND THE HPC IS �2 NOT TO SCALE PIPING. FABRICATOR TO DETERMINE REQUIRED � LESS THAN 500 CFU/ML. DIAMETER UNLESS OTHERWISE DIMENSIONED ON S A N I TA R Y S E WE R S E R V I C E - P�A N W D. IF REPEAT SAMPLES FAIL, THE MAIN SHALL BE RECHLORINATED, FLUSHED AND SAMPLED UNTIL SATISFACTORY RESULTS ARE DRAWINGS. _ OBTAINED. � CONCRETE & REINFORCEMENT, DESIGN AND � 24. ALL TEST RESULTS SHALL BE FURNISHED TO THE ENGINEER. 3"f I N.T.S. 25. SAMPLES MUST BE BACTERIOLOGICALLY SAFE BEFORE WATER MAIN IS PLACED IN SERVICE. 5" MIN. MANUFACTURE AS PER ASTM C478-19. HS20-44 W � TRAFFIC LOADING PRECAST CONCRETE MANHOLE FINISHED GRADE REVEAL a FINISHED GRADE � Q � VARIES SECTIONS ALL MANUFACTURED BY FORT MILLER C0. � � HYDROSTATIC TESTING \\j\\\/\\\j\\\j\\\j\\\j\\\j\\\j\\\j\\\/\\\j\\\j\\\j\\\j\\\j\\\j\\\j\\\j\\ o xQ INC OR APPROVED EQUAL. � ( / ) m 1. AFTER TRENCH HAS BEEN BACKFILLED, HYDROSTATIC ACCEPTANCE TESTS, CONSISTING OF A PRESSURE TEST AND A LEAKAGE / / � � MANHOLE STEPS: POLYPROPYLENE PLASTIC STEPS z SLOPE: 2% MIN. 1 4" PER FOOT TO 10% MAX. -o TEST, SHALL BE PERFORMED ON ALL SECTION OF WATER MAIN INSTALLED. LEAKAGE TEST SHALL BE CONDUCTED 45' OR 30' BEND WITH #4 DEFORMED STEEL ROD. AS MANUFACTURED AS REQ'D o � °i CONCURRENTLY WITH THE PRESSURE TEST. THE TEST SECTION SHALL BE LIMITED TO ABOUT 2000 FEET (MAXIMUM) UNLESS � � 2"x 4"x 24" P.T. STAKE � OTHERWISE APPROVED BY THE CITY ENGINEER. BY M.A. INDUSTRIES, INC. (#PS-2PF) INSTALLATION i 2. HYDROSTATIC PRESUMPTIVE TESTS MAY BE PERFORMED WHEN SYSTEM IS PARTIALLY BACKFILLED TO SIMPLY CHECK WORK, � AS PER MANUFACTURER�S SPECIFICATIONS. X � i Q PIPE BEDDING AS REQ'D � BUT ACCEPTANCE OF SYSTEM SHALL BE BASED ON HYDROSTATIC TESTS RUN ON FINISHED SYSTEM AFTER IT HAS BEEN - FULL LENGTH OF PIPE CENTERED ON SEWER LWE (SEE NOTES) 4 MONOLITHIC BASE SECTION. HEIGHT AS REQUIRED. � i COMPLETELY BACKFILLED.ALL NEW WATER MAIN WORKS ARE TO BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH AWWA "� EXTENDED BASE REQUIRED IN AREAS OF SEASONAL ' ° ° / / /////// / � o STANDARDS: C600-10 FOR DUCTILE IRON PIPE, MANUAL M23 FOR PVC, AND MANUAL M55 FOR PE. /� N -o 0 45- /�\/�\/�\/�\/�\/�\j�\j�\j�\j�\/�\j�\j�\j�\j�\j�\j�\j UNDISTURBED SUB-GRADE SCALE: � 3. FOR THE PRESSURE TEST, THE SYSTEM SHALL BE PRESSURIZED AND MAINTAINED AT A MINIMUM OF 150 POUNDS PER HIGH GROUNDWATER. 6�� MIN. EXTENSION, TYP. �// + //��//��/\��/\��//��//��//��//�//�//��//��//��//��//��//��//��//��//��/\��//• � SQUARE INCH, OR 1.5 TIMES THE WORKING PRESSURE, WHICHEVER IS GREATER BASED ON ELEVATION OF LOWEST POINT IN /�\�/�� ° ° �/��/�� i��/��/��/��/��/��/��- AS N OTE D S BACKFILL STRUCTURE WITH APPROVED GRANULAR .��\��\ o o �\/�\/�� /` �, SECTION BEING TESTED AND CORRECTED TO ELEVATION OF GAUGE. PROVISIONS SHALL BE MADE TO RELIVE AIR TR,4PPED AT y\/\ /\/\ HIGH PDINTS IN SYSTEM THROUGH ADJACENT HYDRANTS OR THROUGH TAPS AND CORPORATION STOPS INSTALLED FOR THIS BOTTOM STEP 12" MATERIAL PLACED IN 8 INCH LIFTS AND %\�/�\�/�\ � �/�\�/�\�/.' � PURPOSE BY THE CONTRACTOR. AFTER THIS PRESSURE HAS BEEN MAINTAINED SUCCESSFULLY, WITH FURTHER PUMPING AS MAX.ABOVE CROWN MECHANICALLY COMPACTED TO MIN. 95% MODIFIED �/j�/j�/j�/j�/� //�/j�/j�//��//��/i� a REQUIRED, FOR A PERIOD OF AT LEAST 2 HOURS, THE SECTION UNDER TEST SHALL BE CONSIDERED TO HAVE PASSED THE OF LARGEST PIPE. PROCTOR MAX. DENSITY. 12�� MIN. WIDTH ALL SIDES. ��//��//��//��//��//��//��//��//��//��/� 3 PRESSURE TEST. ��\/�\j�\j�\/�\j�\j�\j�\�� NOT FOR � '��/��/��/��/��/��/\�/ o LEAKAGE TESTING - DUCTILE IRON PIPE � � CORE DRILL TO MEET EXISTING INVERT AND INSTALL �\�'�\��\��\��\��\ CONSTRUCTION 4 1. LEAKAGE TESTING SHALL BE PERFORMED CONCURRENTLY USING A MINIMUM TEST PRESSURE OF 150 POUNDS PER SQUARE _ AN NPC CORRUGATED PIPE ADAPTER (BY TRELLEBORG S A N I TA R Y S E WE R S E R VI C E - S E C TI 0 N S INCH, OR 1.5 TIMES THE WORKING PRESSURE, WHICHEVER IS GREATER BASED ON ELEVATION OF LOWEST POINT IN SECTION WATER LINE o x PIPE SEALS OR APPROVED EQUAL) AND WS � BEING TESTED AND CORRECTED TO ELEVATION OF GAUGE. LEAKAGE TEST DURATION SHALL BE A MINIMUM OF 2 HOURS AFTER � � WATERSTOP GROUTING RING (BY PRESS-SEAL, GASKET NOTES: N.T.s. PB# 2019 0319 0 LEAKAGE RATE HAS BEEN STABILIZED. SANITARY SEWER (GRAVITY OR FORCEMAIN) EXISTING PIPE EXISTING PIPE C O R P O R A P P R O V E D E Q U A L) O N E A C H P I P E, C E N T E R 1.) T H E B U I L D I N G S E W E R F R O M T H E B U I L D I N G T O T H E S E W E R M A I N I S T H E O W N E R'S R E S P O N S I B I L I T Y. 2. MAXIMUM ALLOWABLE LEAKAGE SHALL BE AS SHOWN IN THE FOLLOWING TABLE: OR STORM SEWER IN MANHOLE WALL AND EMBED IN �� MIN. THICKNESS N ALLOWABLE LEAKAGE (IN GALLONS) PER 1000 FEET (305 M) OF PIPELINE* � � � OF NON-SHRINK CEMENTITIOUS STRUCTURAL GROUT 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. SHEET TITLE: T SEE NOTES sEE NOTES - � (7200 PSI MIN, SUCH AS HARRIS DOT CONSTRUCTION 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC � AVER,4GE TEST PRESSURE NOMINAL PIPE DIAMETER - INCHES 8" MIN. o o � � GROUT, SIKAGROUT 212 OR APPROVED EQUAL.) RIGHT-OF-WAY. � Ps� (BAR) s 8 �o NOTES: a 4 � OINTSART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT SITE DETAILS o 450 (31) 0.95 1.27 1.59 0 0 400 (28) 0.90 1.20 1.50 (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") STORMWATER PIPE INVERT ELEVATION AS PER PLAN �i 350 (24) 0.84 1.12 1.40 WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- � � 2 CRUSHED STONE SUBBASE, CONTINUE TO 11 SAN I TAR Y SEWER SER VI CE CI TY D ETAI L SA� � � 300 (21) 0.78 1.04 1.30 - # - 275 19 0.75 1.00 1.24 TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN SPRINGLINE OF PIPE i � � 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, )� � �� 2 NOT TO SCALE � 250 (17) 0.71 0.95 1.19 �� I I I I I I I I I I I I I �� UNDISTURBED SUBGRADE 225 (16) 0.68 0.90 1.13 OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO _ � 200 (14) 0.64 0.85 1.06 PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED 1'-0" - - - NOTES: A roved b the Sarato a S rlCl s Plannin Board under authorit of a resolution SHEET: o EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. I�I� Y g p J g Y 175 (12) 0.59 0.80 0.99 -I I I I 1. CATCH BASINS SECTIONS TO BE CUSTOM-CAST � 150 (10) 0.55 0.74 0.92 �'-p" PRECAST CONCRETE, AS MANUFACTURED BY FORT v, 100 (7) 0.45 0.60 0.85 4 U TI LI TY SEPARATI ON S CI TY DETAI L W- � MILLER OR APPROVED EQUAL. CONCRETE AND adopted � STOR M CATCH B ASI N (TI E I N) REINFORCEMENT TO BE AS PER ASTM �4�8. 12 of 12 � *IF PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, ALLOWABLE LEAKAGE WILL BE THE SUM OF THE NOT TO SCALE 7 Q COMPUTED LEAKAGE FOR EACH SIZE. 1� NOT TO SCALE Chairperson: Date ¢ 3. IF LEAKAGE IN SYSTEM EXCEEDS SPECIFIED AMOUNT, THE CONTRACTOR SHALL (AT NO ADDITIONAL COST TO THE OWNER) �2 c� LOCATE, REPAIR, AND/OR REPLACE DEFECT(S) AND RETEST PIPING SYSTEM � �